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HomeMy WebLinkAboutproduct approval,�.=r "'-i.'.........�,�x..�..m......w�`�. 6CI5 Home Login i Use,RegNtmti.r, r Hot Topics Sub nit Surcha,,, 1 Stats & Facts Publications ! contact Us 6cis site Map i Una I Search t Product.Approvai d op eUSER: Public User r . i'r*'= ti t_51n Gvai Mr iu > t�mt`i:�c cr rr.;ct ia;t-ti a�.'�t > . tisVIAUq� i_,i::t.> Application U it FL # FL17678-Rs Application Type Revision Code version Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Drexel Metals, Inc.`' 204 Railroad Drive Ivyland,.PA 18974 (502)303-1511 j s h u m a to @ d rax m et. coin Jason Shumate ishuniate@drexmet" com Roofing Metal Roofing RECEIVED JUL 16 2919 5T, Lum County, Permitting V� "-� 0�1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r s` Evaluation Report - 1-lardcopy Received Florida Engineer or Architect Name.who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance. Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By � Locke Bowden P:E; Validation Checklist - kardcopy Received Certificate of Independence Ft 17678 R5 QI DRXiS .01.5 ,. _ i' .� 0.:7 4�3f: Evatilztion Rt.1s_,rt ^ion. VH7_ FIhAL.nef Referenced Standard and Year (of Standard) Standard Year ASTM B 117 2016 ASTM G 155 2005 TAS 100 1995 I TAS 110 2060 1 TAS 125 2003 UL580 2006 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code FileCopy �[' .I U 17, Product Approval Method Method.1 Option D Date Submitted 04/19/2018 Date Validated 04/1912018 Date Pending FBCApproval 04/22/2018 Date Approved 06/12/2018 Summary 6F Product_ s FL # Model,. Number or Name Description 176.78.1 Drexel Metal Roofing Systems DM ,100NS, MC 1505L, DMC 1505S, DMC 175S, DMC 200S, DMC C 5V & DMC Corrugated Limits of Use Installation Instructions Approved for use in HVHZ: No sal'(1z's R5 Ii 12gX],}QO i 5 ?C77 Z FaC F••alt atic+n Rerf;-t Approved for use outside HVHZ: Yes Izon ' 3I7 '3 JAt...,p it Impact Resistant: N/A Verified By: Zachary R, Priest PE-74021 Design Pressure: +0/-180 Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL17QZa R5 AF DRX1:=.ri?%..=2017 FE3S:s iluatirn Report NnnH�'..i::l7TY Nam' Created by Independent Third Party: Yes 9 E9 Cnntart U_ c: 2r01 8""St4ne Road Tallahas LT F 32349 Phone: M%0-487-1824 I The State of Florida.is an AA/EEO employer. CCPVnnht 7007-E014 State = Merida. :: Privacy 5ratemen[ :: Accessfbdity Statement :: Refund Srarenuent Under Florida law; email addresses are public records. it you do not; want your. eemail address released in response to a public -records request, do not send electronic mail to this entity. -Instead, mntacttha office by phone or by traditional mail. if you have any questions, please con'act A50.487.2395. 'Pursuant to Section 455.275(1), pmo id Statutes, effective October 1, muai licensees licensed under Chapter .55, F:S. mist Provide the Department with an email address ,f they have one. The emails ppvided may be used for official [otnmuniiation with the licensee, however email addresses are public record. If you do. nor wish to suPPly a personal address, please provide the nepartment 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: 'Crodi* Gird Safi 0 � f,1 y,04�`REEK ,>CAL -SERVICES, LLC- Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C" EDITION (2017) Manufacturer: DREXEL METALS, INC. lssuedApri! 19, 2018 1234 Gardiner Lane Louisville, KY 40213 (502)716-7143 wwwArexmet.com Manufacturing: Drexel Metals Association of Regional Manufacturers (DM -ARM) Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Metal Rooring Code Sections: 1504.3 Properties: Wind Resistance REFERENCES Entice Report No. Standard Year Architectural Testing (TST1558) 56840,02-122-18 TAS 1 OD 1995 Architectural Testing (TST1558) 58389.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58459.01-12244 UL 580 2006 Architectural Testing (TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing (TST1558) 82776'61-109-44 UL 880 2006 Architectural Testing(TST1 827&4,01-109-44 UL1897 UL 580 2012.558) 2006 Architectural Testing (TST1558) 83296,01-109-44 UL1897 UL 580 2012 2006 UL1897 2012 Architectural Testing (TST1527) H3245.01-450-18 TAS 125 2003 Architectural Testing (TST1527) H9058.02-450-18 TAS 125 2003 Architectural Testing (TST1527) H9058,01-450-18 TAS 125 2003 Force Engineering & Testing (TST5328) 178-0054T-12 UL 580 2006 Force Engineering & Testing (TST5328) 178-0055T-12 UL1897 UL 580 2012 2006 Hurricane Test Laboratory (TST1527) 0287-0209-07 UL1.897 TAS 126 2012 2003 Hurricane Test Laboratory (TST1527) 0287-0308-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0311-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0313-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0512-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0706-07 TAS 125 2003 PRI Construction Materials Technologies (TST5878) VLS-005-02-01 ASTM B 117 2016 PRI Construction Materials Technologies (TST5878) VI_S-004-02-01 TAS 110 ASTM G 155 2000 2005a TAS 110 2000 PRI Construction Materials Technologies (TST5878) DMC-004-02-01 TAS 125 2003 PRI Construction Materials: Technologies(TST5878)DMC-005-02=01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-006-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-007-02-01 TAS 100 1995 PRI Construction Materials Technologies, (TST5878) DMC-008-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-009-02-01 TAS 100 1995 PRI Construction Materials. Technologies (TST5878) DMC-014-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-016-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1. UL 580 2006 UL 1897 2012 DRX1500.1.5 FL17678-R5 Page 1 of 5 This evaluation report is.provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 'valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. f� 0 r CREEK TECHNICAL SERviCE5. E_LC Entity PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI-Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PR06UCT DESCRIPTION DREXEL METALS, INC. Metal Roofing Report No. Standard Year DMC-018-02-01 UL 580 2006 UL1897 2012 DMC=024-02-01 UL 580 2006 UL 1897 2012 DMC-033-02-01.1 UL 580 2006 UL 1897 .2012 DMC-037-02-01 UL 580 2006 UL 1897 2012 DMC-037-02-02 UL 580 2006 UL 1897 2012 DMC-038-02-01 UL 580 2006 —""'---_­__UL 1897 2012 DMC 100NS Profile:1 1 in. snap lack seam; Max.16 in _ coverage -_.... 1..--- ---__ ..,_......_..._..._...... _... - ---- Description i Non-structural, snap lock standing seam roof panel with integral perorated nail strip --- ........_._..--_._ __._._._._.....:__ .----_...___......_.....----._...._........... Material: " Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or : ASTM A653 G90; F, = min. 50_ksi;- Shall conform with FBC Section 1507.4,3 DMC 150SL Profile: 1.5 in. seam- Ma Descr1 1 Non-structural; snap lock standing seam roof panel Material: Min, 24 ga. Fluropon0 coated ASTM A792 AZ50., or ASTM A653 G90; F; = min. 50 ksi; Shall conform with FBC T_ �29a 1507.4.3 DRX15001.5 FL17678-R5 Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this. report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. DREXEL METALS, INC. j Metal Roofing h+:kY`. . k,.. CREEK TECHNICAL SERVICES, Lt_C DMC 1508S i Profile- l 1.5 in: mechanical seam; Max. 16 in. cora9 vee ----......_.._ __..._ Description: Non-structural, mechanical lock standing seam roof panel I Material: ! Min. 0.032 in. Fluropon@) coated ASTM B209 aluminum; Fy = min. 16 ksi; Shall conform with FBC Section 1507.4.3 { Min. 24 ga. Fluropon@ coated ASTM A702 AZ50, or ASTM A653.G90; Fy = min. 50 ksi; ShaiLm conforwith FBC Section 1507.4.3 j 2 U $ I i ,2+ DMC 175S Profile: 1.75. in. snap lock seam; Max. 18 in. coverage Description: i Non-structural, snap lock standing seam roof panel Material: Min. 0.032 in. -Fluropon© coated ASTM B209 aluminum; Fy =min. 24 ksi; Shall conform with FBC Section 1501.4.3 - ...... _.......... 1 Min_ 0.640-inch FluroponO coated ASTM B209 aluminum (Fy = min, 20 ksi); Shall conform with FBC Section 1507.4.3 { Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or I ASTM A653 G90; Fy =min. 50ksi; Shall conform with FBC Section 1507.4.3 T- 1 i DMC 200S .Profile: ' 2 in. mechanical seam; Max. 16 in. coverage Description: Non-structural, mechanical lock standinq seam roof panel - i Material: Min_ 0.040 in. Fluropon@) coated ASTM 8209 aluminum; Fy = min. 20 ksi; Shall conform with FBC Section 1507.4.3. Min. 24 ga. Fluropon@) coated ASTM A792 AZ50, or ASTMTA653 G90; Fy = min, 50 ksi; Shall conform with FBC Section 1507.4.3 aad I 79 9n 'T 'i � k 16" DRX15001.5 FL17678-R5 Page 3 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report invalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are. not specifically addressed herein. • 0 DREXEL METALS, INC. t CREEK Metal Roofing I��.a TEc. iNICAL SEPvicES. l...L.0 DMC 450 Profile: 1.5 in, snap lock seam; Max. 16 in, coverage ,..._.._____ ,_�__..___ _._. _...--------__._ _------ Description: '_Nori-structural, snap lock standing seam roof panel With concealed clip__ Material: — Min. 24 ga. ASTM A792 or ASTM A653; Fy = min. 50 ksi; Shall conform with FBC Section_ 1507.4.3 i Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy, = min. 24 ksi; Shall conform with FBC Secfion 1507.4.3 _T 1 f : 2 i DMC 5V Profile: 1 318 in. ribs; Min. 21 in., -Max. 24 in. coverage Description: i Non-structural^.through fastened roof panel r____r __.._ __-- ____ .... ........ Material: Min. 26 ga."Fluropon@, coated ASTM A792 or ASTM A653 G90 ; Fy = min. 50 ksi; I Shall conform with FBC Section 1507.4.3 -- _. ._..�......._...:.... Min. 0.032 in. Fluropon@ coated ASTM B209 aluminum; Fy = min. 23 ksi; Shall conform with FBC Section •1507.4.3 DMC i Profile: 112 in. corrugation; 21 in. coverage Corrugated j Description: I Non-structural, through fastened roof panel �M iteriai: j Min. 26 ga. Fluroponr@ coated ASTM A792 or ASTM A653 G90 ;-Fy = min, 40 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 19 ksi; Shall conform with FBC Section 1507.4.3 DRX15001.5 FL17678-R5 Page 4 of 5 This evaluation report, is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which This report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 • a CREEKDREXEL METALS, INC. Metal Roofing TECHNICAL SEtzvlcEs, I_i.,C !_IMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. This report is not for use in the HVHZ. 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 4. Roof slope shall be in accordance with FBC Section 1507.4.2. 5. Reroofing shall be in accordance with FBC Section 1511. 6. installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instruction's. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 7. All products listed in this report shall be manufactured under a.quality assurance program in compliance with Rule 611320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (M7) as evidenced in the referenced documents submitted by the named manufacturer. �����gE1ItQldlpjv�� .a� Enis;�'�c�srr jNo 74021 2018.04.19 07:24:23 STATE OF t41+ 4-04�OOr ! : 04U, OR ti p.P C7e��`A� Zachary RFlorid. Priest, P.E. ell SBOistraton No. NA j °Organa ation No.lANE9644021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in.any other entity involved In the approval process of the product. APPENDICES 1) APPENDIX A— Installation (12 pages) 2) APPENDIX B —Approved Roof Systems (8 pages) 3) APPENDIX C — Design Wind Loads (4 pages) i DRX15001.5 FL17678-R5 Page 5 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. Themanufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. • • J °r= TECHNICAL SERVICt;B, LLG DREXEL METALS, INC. Metal Roofing APPENDIX A INSTALLATION Note - Refer to the APPROVED ROOF SYSTEMS section of this report for specific installation details of a selected system. Unless otherwise specifi s re wing installation details shall be met for the named products: e \ Component i Product { Insfa11alipri Detail 1-19-15 HWH wood screw with sealing washer i#10-14 HVVH wood screw with sealing washer Shail.pene rate through the sheathing a minimum 3/8 in. Must be corrosion 10-15 HWH wood resistantin accordance with FBC-section 1507.4.4. Fasteners screws with dual threads and sealing washer #10-13 PH wood. screw #10-16 DP3 PH self- drilling.screw Sh penetrate through the top rib of the steel deck a minimum 314 in. Must be _ #14-13 DPI PH self- osion resistant in accordance with FBC section 1507.4.4. drilling screw Bearing Plates 18 ga. Bearing Plate W a a 1 yy 24 ga_ in -seam clip. I DMC 150SL Clip Clips 24 ga. SS in -seam clip 24 ga. DMC 150SS Clip 3. 15rr 7 3n 2" i T DRX15001.5 FL17678-R5 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any.product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express -nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. • 0 4 CREEK 3EGt-tT+3tCAL. SERVtCEs, 1:i..0 DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail 18 ga. base; 22 ga. butterfly in -seam clip; 120 in. length; top slider 12 in. o.c. _fir F '• DMC 200S Continuous Butterfly Clip c`t„ ;, Clips (Cont'd) 24 ga. in -seam clip DMC 450 Clip rl i 24 ga. SS in -seam clip Dtv1C 450S5 Clip Sealants in cor:'tinuous beads along the seam Bostik Chem -Calk 915 11 Fastoninq Details Nomenclature Attachment PANEL. - 0 "m .r__ DMC 100NS Standard DWIC ICONS P: DMC 100NS Enhanced 0 13 PHV DRX15001.5 FL1767&R5 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 6'I G20-3. The manufacturer shall. notify CREEK Technical Services, LLC of any product -changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK -176CIHNICAL SERVICES, LLC APPROVED ROOFSYSTEMs DREXEL METALS, INC. Metal Roofing APPENDIX B The foilotving notes shall be observed when using the assembly tables below. 1, Maximum Design Pressure (1aDP) was calculated using a 2:1 margin of safety per.FBC Section 1504.9. 2. Refer to UmnA notes and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowabie:attachmenhspacing for the rated system. b. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum.22 ga (Fy = min.33 ksi) Wide Rib Deck (Type WR) conforming to ANSIISDI-RO1.0 &.FBC. 6. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 15132-inch thick APA Span -Rated plywood sheathing at maximum 24-inch span. Approved Systems for DMC ICONS over Wood Deck (New or Existing) system System Deck Fire Barrier Underla ent ym Roof Panel Panel Attachment MDP (ps@ 100NS-JV1 Min. i5i32 CDX piyr;nod OPTIONAL Vetsashiaid Solo A6 required per FBC q p 24 ga. DMC ICONS Dt.4C t00NSStandard attachment -37.5 Max, to -inch wide with fastener spaced 10,5 in. o.c, t00NS-W2 Min. t5l32 COX plywood OPTIONAL lr craahieiti Salo As required per FBC 24 ga, OMC100NS DMC ICONS Standard attachment Max, 164nch wide with fasteners spaced 5.25in. o.c. -120 100NS'N3 tdin.15132 COX plywood OPTIONAL Versashiold Solo As required per FBC 24 ga. DMC 160NS DMC ICONS Enhanced attachment -13' Max 16=inch wide with fasteners spaced 5.25 in. o.c. CRX15001.5 FL17678-R5 Page 1 or8 This evaluavun report u pmvlded for State of Florida pmduct appmvai under Rule elGZ0-3. The rnanuradurer shall notify CREEK Technical Services, LLQ of any product changes or pquality assurance changes Throughout the duration for which this report Is valid. This evaluation report does not express nor imply :warranty, installation, recommended use, 7odu tLaathibutes that are norspeciilcaily addressed herein. or e • . ` �. DREXEL METALS, INC. CREEK K Metal Roofing TECHNICAL SERVICES; LLC APPENDIX C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in ,accordance with Section 1609 of the FBC andASCE 7-10 under the following 1 provisions: 1. For Hip roofs between 2:12 and 5.6:12, Zone 3 shall be treated as Zone 2. 2. Wind speeds for risk category 1,11, III, and IV buildings shall be as defined in Section 1609 of the FBC. 3. Exposure B, C, and D.shail be as.defined in section 1609 of the FBC. 4. Design wind load provided only for gablethip roofs with roof slopes bet.aeen 2:12 and 6.1:12 5. All calculations.are based on an effective wind area of 10-fe or less. 6. Topographic factors such as escarpments or hills have been excluded from the analysis 7. Overhangs have beenexcludedfrom the analysis. 8. Wind directionality factor, Ka = 0.85 9. Vua is shown in the tables below. Design wind loads are'calculated using Vaed = Vw140.6 per 1609.3.1. 10. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional 11, Zones 1, 2,.and 3 shall be defined as shown belay. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof fieirdhi), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3ft Gable Hip. DRX15001.5 _.. FL17678-R5 Paget of This evaluation report is providetl For State ur Florida product approval under Rule 61 G20 3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or q uality as'suraoce.citanges throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. U • CREEKK DREXEL METALS, INC. "fir Metal Roofing . TEcHl,.,1c.>SL SIERvtcES. LLC APPFPJniY r` l ;BuJdmg P�ieaxi= ight ; Hel tiC� tti z t3as10 WindSneza m n 120 _.. � �- 1130 ...._... . _ 140 . ..., __.. _ ` 1,g t. _.. .. ,. . f60 € ,-•. � 17A . _ , `>_ !180 •� i90, 200 - 20 :4.2 -16.7 -193 -22.2 -25.3 -28.5 -32.0 1 35 6 39.5-- -14.2 ............-18.7 -19.3 ., ..... .__ -22.2 -25.3 2a.5 -3z.p 3a,6 j 39.5 30 -14.2 -16.7 -19.3 . -22.2 •25.3 -28.5 -32.0 _ -35.6 i -39.5 40 -15.4 -18"1 -21.0 -2d.1 •27.4 -31.0 3-0.7 --- 38.7 I -42.9 50 -16.5 -19.3 I -22:4 25.7 -29.2 -33.0 -37.D -41.2 I -45.7 60 -17.3 -20.3 -23.5 -27.0 -30.7 -34.6 138.8 -43.3 -47.9 20 -24.7 ... -29.0 _ : _33,7 38.7 1 -44.0 { 49.7 -55.7 -62.0 69.7 25 ......._.... -24.7 1_. -29.0 -33.7 1-._. -38.7 _.. 1 -44.0 .. -49.7 i -55.7 -62.0 -68,7 Enclosed 2 _ 30_. -24.7 _. ._ -29.0 -33.7 -38.7 -44.0 -49------7� -55.7 -62,0 -68.7 40 _ -26;9 -31.5 -36.6 -42.0 -47.8 �_._..- -53.9 _........._ 1 -60.4 -67.3 -74.6 50 -28.6. -33.6 -39.0 -44.7 -50.9 -17.5 -64.4 -71.8 -79.5. -- 60 -30.0 -35.3 -40 9 -46.9 -53,4 -60.3 •67.6 _ -75.3 -83.5 20 -36.6 -42_9 -49,8. -57.2 I _ -65.0 -73.4 ( -82.3 91.7 _101.6 25 _. 36.6 42.9 -49.8- -5'r_2 -65.0 -73.4 . 82.3 -91.7 -101.6 3 30 -36.6 ' 32:9 -49.8 -57.2 ! -65.0 -73.4 ,82.3 I 91,7 -10146 40 39,7 -46.6 -54.1 1 -62.1 -70.6 -79,7 -89.4 I -99.6 -110.3 50 -42.3 -49.7 -57.6. I -65.2 •75.3 -85.0 -95.3 -106.1 1 -117.6 60' -44A -52.1 -60.5 1 -69A I. -79.0 -89:2 --- -100. 11-111.4- -123.4 20 -19A -22,4 -26,0 -29.8 -33.9 -38.3 42.9 1 -47_8 -53.0 2 -19.1 --22:4 26,0 -29.8 _33.9 -30.3 -42.9 1 -47.6 -53.0 1 30 -09.1 -22.4 -25.0 ________ -29.0- -33.9 -38.3 -42.9 1 -47.8 -53.0 40 -20.7 _ _24.3 -28.2 _ -32 4 -36.8 41.6 -46.6 I -51.9 -57.6 50 -22.i -25-.9 -30.1 ( -34Z -39.3 --41 -44.3 -49.7 1 -55.4 31.3 60 -23.2 1 -27.2 -31.5 -36.2 2 -46.5" -52,1 1 -58.1 -64.4 20 -29.6 1-34.8 -40;3 - -46.3 -52.6 1 -59.4 -66:6 1 -74:2 -82.3 25 -29.6 34.6 -4003 __- -46.3' ___ -5Z.6 1 -69.4 t -66.8 -74.2 -82.3 Partially 2 30 -29.6 -34:6 -40:3 �;6.3 -52,6 -59.4 t -66,6 1 -74.2 -82.3 Enclosed 40 32:Z i 37.7 } -49.8 _ -50.2 -57.2 -64.5 -72.3 -80.6 -89.3 50 -34:3 -40.2 _ -46.6 - -53.5 1 -60.9 -68.8 -77.1 -85.9 -95.2 60 -36-0 -42,2 ( -48.9 55.2 1 -63.9 I -72.2 ( -80.9 -90.1 -99.9 20._.......... _ -41.5 .48:7 56.4 -64.8 1 -73.7 1 -83.2 -93.3 -103.9 -115.2 25 41.5 48.7 56.4 _ 64.5 -73.7 _83_2 -93,3 -103.9 15.2 3 30 -41.5 -48.7 58.4 -G4.8 -73,7 -832 -93.3 -103.9 -115.2 40 _._..... _ -45.0 -52.8 -61.3 -70.3 -80.0 -9043 -101.3 -112.8 -125.0 50 480 -56,3 -65.3 -75.0 -85.3 -ge.3 --107.9 -120.3 -133.3 60 -50,3 59.1 16U, 1 -78.7 -89.5 -101.0 =113.3 126,2 -139,8 DRX15001.5 FL17678-R5 Page of This evaluation report is p-rided for State or Florida product approval under Rule 61 t320-3. The manufacturer shalt notify CREEK Technical Services, LLC.of any product changes dr quality assurance Changes throUlPout the duration for v6ch this report is Valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. - • t;' N N Inm N InN N— W N€ ID N lC. 7 m 16 m DI Q) O OI' M M 4 N N lD m i� W A I�IW N N m O O r N fV e- T W (V N M m r N m M1 Ol IN h W In N O a- m N r m_ t fi N LLh'.' ((�� h W j ONi O j O P` � 7 7v1 m W CI W 1 : CC.. t*i G In (SJ 17 w M M N •!' V IA +- i^� W m I �I : 1 I N w N 1� .- W w I M In m M O W m O?� 19 tO ID N m sn n n n: W n m m_ Q rO N N A to O m W O w m. m A R co m h O w w O O ,.. P I^ I M M In st iA r I•I� w r r 1- w A It)i.tq� M N r t0 m e-� th 4'1 N V t? w GfW '^t fl` N h w O I IA W m M O h h m M M M T N i v V tD •� v M tG WI? 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N N N 4 N N M M r m 9 m I I � li7w.-rrn W wo.-Nv, o.-iDwnv,nm.-mvao+-m MA owI?w N . �: w ^R�.� O) e- �- N f V N N ! lh M M V (D t7 M m Iri CIJ M A IT q' •q �- y NIA f� Oi h N V tf: N N (D m N N of N M ) t1i M M �- Q tt7 I� e•i N m ^- V) T r IO T m c NIN NON NiV MNMV'a�NNMV �1p NON W1�+OD InNNINMQIOry �9 .^O')PtOR I m: ¢ 13 d m -d m ! C W aW U �CREEKDREXEL METALS, INC. Metal Roofing 'rECf iNICAL SERVICES, LLC APPENDIX C ir'etti"ieen .�uldtng Zen Mean' F:aof.:.I _Basu.V`J.ndS eed mph ' f'' t80 a 170 ^t80 ..� 190 20ff 20 21.9 -25.7 -29.9 -34.3 -39.0 -44.0 -49.3 1 -55.0 •60.9 25 -22.7 -26.7 -31.0 -355 -40A 45.6 -51.2 -57.0 -63.2 1 30 -23.6 ! -27.6 -32.1 -35.8: _4 _9 -47.3 I -53.0 -59.1 _ -.65A 40 -24.8 .__1_..._.....'29__1 _ 33_7.__.__........__3�.... _ 4: Q..._._ -�+9:7 ;_55.7 I •62,1. . -58.8 50 -25.8 ! :30.3 -35.T -40.3 -45.9 _.- -53.8 ! -58.0 .-.._._.-......__..._._ -64.6 -71.6 50 -26.6 -31.2 -36.2 41.6 -47.3 -53.4 ! -59:9 -86.7 ; -73.9 20 -38.2 ,-44.8 -5-L.0 -59.7 -67.9 -76.6 -85.9 -95.7 -106.0 25 -39.6 I -46.5 -53.9 -61.9 -70.4. -795 I -89.1 -99.2 110.0 Enclosed--'---- 2 .. -- = "--_" _" -_41'0 - ... ..-------- -48.1 -55.8 ---------.;..._..__._.. ! +64.1 -72.E" -82.3 ! -02.3 -102.8 =113.9 40 -43.1 -50.8 -58.7 _.- -67_4 ........... -76.7 ..._ --._.._.......... -86.5 - ?-97.0 -108.1 1 -119.8 SO ._...._�._......--__ -41.9 -52.7 -61.1 -70.1 -79.8 -80.1 -101.0 -112.5 -124.7 60 -0 -54.3 -63.0 ! -72.A -82.3 I •92,9 -104,26.3 ! _ -126.1 ( -128.6 20 -56.5 -66.3 -76.8 -88.2 -100.4 •113.3 -127.0 -141.5 1 166.8 25 -58.5 -68.7 -79.7 -91.5 -104.1 -117.5 -131.7 146.8 -162.6 3 30 -60.6 -71.2 -a2.5 I -94.7 -107.8 i -121J -136.4 -152.0 I 68.4 40 -83b _74.8 -86.8 ! -99.0' -113.4 1 -128.0 -143.5 .159:9 50 -66:4- -77.9 -90.4 -103.7 -.118:0 -1332 -149.4 -166.4 1-184:4 60 -68.5 -80.4 -93.2 -107.0 -121:7 -137.4 -154.1 -171.7 i -190.2 20 -29.4 '34.6 -40.1 1 -46.0 72,3. i -59,1 -86.3 -7-3 i -81.8 25 -30,5 -35.5 -41.6 A7.7 -54.3 1 -61.3 .68.7 -76.5 1 -14.1 1 30 J1.6 -37.1 1 -43.0 -49A -56.2 I -63.5 -71.2 -79.3 i -67.8 40 33.3 39:0 ! 45.3 1 52:0 59.1 -66.8 -74.8 -83.4 92.4 _ -40.6 -47.1 . -54.1 -61.6 -69.5 -77 a -86.8 -96.2 60 -35.7 41.9. 1 48.6 55.8 -63.5 41.7 10.4 _ -89..5 -99.2. 20 -45.7 -53.6 1 -62.2 -71A -81.2 ! -91.7 -102.8 -114,5 -126.9 25 -47.4 _ _-55.G_..._.. -74.0 -84.2 -95.1 -06.6 •118.8 -131.6 Partially 2 30 -49:1 5 110.4 1 -123:0 -136.3 : Ena'bsed 40 _-51.6 -60.6 -702 -80.6 -91.8 ! -103.6 .116.1 i 129.4 143.4 5D _ _ 53.7 -63,1 -73.1 -83.9 -95.5 -107.8 _ -120.9 !_ -134.7" -149.2 60 -55.4 -65:0 1 -75.4 -86.6' :-98,5 I _ -111.2 -124.7 { -138,9 -153.9 _._ ._._. •0 -75.T -87.1 -99.9 -113.7 1 -128A -143.9 I -160.3 -177.7 25 -66.3 -77.8 1 -90.3 -103.6 -117.9 1 -133.1 I -149.2 I -186.3 -184.3 3 30 •68.7 -80.6 -93,5 -1:I7,3 _ -122.1 -137.9 .154.6 -172.2 -190.8 40 -72.3 -84,8 98.3 -112.9 -128.5 -145.0 -102,6 -181.t -2.00.7 50 -75.2 ! -88_1 , -102.4 -11?.5 -133.7 -151.0 1 -169.2 � -188.6 -208.9 aD -77.6 ! -91.1 -105.6 -121.2 -137.9 -155.7 -174.6 -194.5 -215.5 DRX15001,5 FL17678-R5 _ Page4ofd This evaluation report is provided for$Late of Ficrida product approval under R.I. 61 t320-3. The manufartturcr shall notify CREEK Technival Services, LLC or. any product changes or quality assurance changes throughout the duration for which this "report is valid. This evaluation report does not expressnor imply warranty; installation, recommended use, or other product attributes that are not specifically addressed herein. u REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY i MEMO, etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-1124 1111 West Newport Center Drive FL5259-1128 Deerfield Beach, FL 33442 �'j fl�e®��T Date of Issuance: 02/24/2009 (954) 233-1230 .YY Revision 24: 01/24/2018 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements 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 documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the pro'duct(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO l 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 14. Prepared by: P r' Robert J.M. Nieminen, P.E. ?.:°-<, r The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No. 59166, Florida DCA ANE1983 ^*�''.;�Fs:' F "�+'' P.E. on 01/24/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEM01etc. 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 I etc. 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 I etc. 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. ONEMOJetc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) 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 Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 j 1507.11.2 Physical Properties ASTM D6222 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3.I REFERENCES: Ent Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties 1X20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540:11.09-R1 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 NEMO ETC, U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6"' EDITION (2017) FBC NON-HVH2 EVALUATION F1.5259-1128 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 2 of 14 0 0 Enti ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ]CC -ES (EVL 2396) Miami -Dade (CER 1592) Polyglass USA Polyglass USA Polyglass USA UL, LLC. (QUA9625) 4.; PRODUCT DESCRIPTION: Examination Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Physical Properties Physical Properties IBC Compliance HVHZ Compliance Manufacturing Affidavit PA Affidavit Materials Affidavit Quality Control Reference P40390.08.12-1 P40390.08.12-2 C41420.09.12-3 P39680.03.13 P45370.04.13 P1738.02.07-R2 11757.04.01-1-R1 P41630.08.13 P11751.05.03-R1 P11781.11.03-R1 P45270.05.14 6020.07.14-1 6020.09.14-2 6020.09.14-3 6020.09.14-4 6020.09.14-5 6020.09.14-6 P46520.10.14 P43290.10.14 PLYG-SC7550.03.15 P40390.04.15 P44360.10.14-R1 PLYG-SC8080.05.15-1 PLYG-SC8905.05.16-1 PLYG-SC8080.07.16 PLYG-SC12025.10.16 PLYG-SC13040.12.16 PLYG-SC11900.03.17 PLYG-SC12115.08.17 ESR-1697 NOA 14-0717.08 Products Current Mule -Hide Cross Ltg Polystick SA Compound Service Confirmation 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. (NNEMOjetc. Date 08/06/2012 08/07/2012 09/11/2012 03/04/2013 04/26/2013 04/29/2013 04/30/2013 08/06/2013 11/26/2013 11/26/2013 05/12/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 10/03/2014 10/17/2014 03/24/2015 04/03/2015 05/18/2015 05/20/2015 05/17/2016 07/16/2016 10/12/2016 12/27/2016 03/10/2017 08/08/2017 11/01/2014 01/22/2015 02/18/2009 03/01/2008 08/18/2011 Exp.10/05/2018 41 'Self -Adherin g Underlayments: 4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/TRI April 2012. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. NEMO ETC, LLC. Evaluation Report P12060.02.09-R24 Certificate ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 3 of 14 • 0 ON EMO I etc. 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets FRSA/TRI April 2012. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester i fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pro'"' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.8 Polystick Tile Prom is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3' Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S.. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMOIetc. 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass 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. NEW ETC, LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 4 of 14 • 5.5 Allowable Roof Covers: ON I etc. TABLE 1" ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal wood Shakes & Shingles Slate Elastobase Yes Yes (Base Sheet n 2-ply system) Yes (Base Sheet in 2-ply system) Yes Yes Yes Elastobase P Yes Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-p1y system) Yes Yes Yes Polyglass G2 Base No Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) No No No Polyglass APP Base No Yes (Base Sheet in 2-ply system) Yes (Base Sheet in 2-ply system) No No No Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P No Yes Yes (See 5.5.1) No No No Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes Yes Yes (See 5.5.1) No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE'ADHESIVE / UNDERLAYMENT COMBINATIONS) ' Adhesive Florida Product Underlayments Approval DAP Foam Touch 'n Seal Storm Bond Roof FL14506 Polystick TU Plus, Polystick TU Max Tile Adhesive Dow TileBondTM FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® AH-160 FL6332 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® RTA-1 FL6276 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC, LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6" EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 5 of 14 ONEMOJetc. 5.6 Allowable Substrates: I 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocya n u rate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: ➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. NEMO ETC, LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 6 of 14 • ONEMOletc. 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. 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 FRSA/TRI April 2012 (04- 12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -90 psf: i Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered.' #2 Maximum Design Pressure = -97.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS or Polystick M75 PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure = -105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y4" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure = -135 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide_SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #5 Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #6 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure = -30.0 psf*: Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 7 of 14 ONEMOletc. #8 Maximum Design Pressure = -37.5 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply:. (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #9 Maximum Design Pressure = -37.5 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #10 Maximum Design Pressure = -45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt. #11 Maximum Design Pressure = -45 psf*: i Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: it ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure = -45 psf: ! Deck: . Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #13 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #14 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R24 certificate of Authorization #32455 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 8 of 14 0 0 ONEMOletc. #15 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #16 Maximum Design Pressure = -60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #17 Maximum Design Pressure = -60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure = -67.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure = -75 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #20 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: CMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or CMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. NEMO ETC, LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6t" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 9 of 14 ONEMOletc. #23 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, CMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #24 Maximum Design Pressure = -97.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #25 Maximum Design Pressure = -105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Design Pressure = -112.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS or Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #27 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #28 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. NEMO ETC, I.I.C. - Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6"' EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 10 of 14 ON EMO etc. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 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 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. 5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile 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 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tile stack 7:12 Lugged 8-tile stack (6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polystick MTS or MTS PLUS Flat 6-tile stack (4 over 2) 5:12 Lugged 6-tile stack (4 over 2) 4:12 Polystick Tile Pro Flat or Lugged 6-tile stack (4 over 2) 7:12 Polystick TU Max Flat 6-tile stack (4 over 2) or 10-tile stack 7:12 Lugged 6-tile stack (4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack (4 over 2) 6:12 Lugged 6-tile stack (4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack (4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack (4 over 2) 4:12 NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5259-1128 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 11 of 14 0 0 ONEMOJetc. 6. INSTALLATION: 1 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements 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). 6.3 ' Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. 6.4 Polystick MTS, MTS PLUS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR,. Mule -Hide SA-APP. Gap Sheet or Mule -Hide SA-APP Cap Sheet (FR): 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule - Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back - nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed. All seal -la seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand ?' y roller to ensure full contact and adhesion. k `� For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric)., r: View of Ovelap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 12 of 14 OMEMO I etc. Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed for Polystick Dual Pro, IR-Xe or Polystick MU-X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. 6.4.4 Two (2) Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Polystick MTS or MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex-G TU, Elastoflex,S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex. G or Polyflex G FR:>. 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). NEMO ETC, U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization #31455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 13 of 14 0 0 MEMO I etc. 6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product Us Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick MU-X Hazleton, PA M-D 13-0004 Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick IR-Xe ASTM D1970 & FRSA/TRI April 2012 Polystick TU Plus ASTM D1970 & FRSA/TRI April 2012 Polystick TU Max Tuscaloosa, AL ASTM D4601, Type II Polyglass G2 Base Winter Haven, FL ASTM D226 (physicals) Elastobase, Elastobase P ASTM D6509 Polyglass APP Base FRSA/TRI April 2012 Polystick MTS, Polystick MTS PLUS FRSA/TRI April 2012 Polystick TU P FRSA/TRI April 2012 Polyflex SAP, Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970 & FRSA/TRI April 2012 Polystick Tile Pro ASTM D6164 Elastoflex S6, Elastoflex S6 G FR ASTM D6222 Polyflex G, Polyflex G FR 9.: QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC. Evaluation Report P32060.02.09-R24 Certificate of Authorization #32455 6t" EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 14 of 14