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HomeMy WebLinkAboutProduct Approval 1/20/2021 Florida Building Code Online Not - BCIS Home I Log In I User Registration I 'Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us I BCIS Site Map I Links I Search{ I Florida _ r File COPY Product Approval USER:Public Userd AtE W C9 Product Aoproval Menu>Product or ADplication Search>Application Checklist>Application Detail OR h- b r yEON FL# FL17022-R8 CODE COMPLIANCE Application Type Revision ST0 L CIE COUNTY Code Version 2020 Application Status ApprovedBOC C Comments Archived i Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 Rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer u Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 ......................_....................._.__......... ........_—.................._.......... _... ........_....... _...._...._ ua 1 surance n I eys one e 1 Icatlons,Inc: Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R8 COI 26aa VMAX plywood.p#f Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd°/D2buNxXG%2bnlRhGTtoBWMlaQ%3d... 1/3 1/20/2021 Florida Building Code Online i Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 12/16/2020 Summary of Products FL# Model,Number or Name Description 17022.1 01: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga VMAX plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-228 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 26ga VMAX plywood.pdf Created by Independent Third Party:Yes 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032"aluminum(or thicker)VMax 5V panel with 21"coverage on 15/32"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:No F417022 R8 II 032 VMAX 21in p!y3wood.pdf Approved for use outside HVHZ;Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 032 VMAX 21in plywood.odf Created by Independent Third Party:Yes 17022.3 03: 269a VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) plywood or 3/4"(min)thick wood plank.Option for fasteners in the Flats and in the ribs. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga VMAX pywood flats.pdf Approved for use outside HVHZ;Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-114.25 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 26ga VMAX p_1y mgp flA"_df Created by Independent Third Party:Yes 17022.4 04:26ga CorMax on Plywood 26ga(min)CorMax corrugated panel with 29.5"coverage on 15/32"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17022 R8 II 26ga CorMax Plywood HVHZ.odf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-161 Evaluation Reports ...................... ._,.....,,Otherp_Referto_evaluation.report......_............................................................._.. ..FL17022 R8 AE 26ga CorMax Plywood HVHZ.odf...... ...._...._....._.._........._......... Created by Independent Third Party:Yes 17022.5 05:26ga CorMax on Battens 26ga(min)CorMax corrugated panel with 29.5"coverage on 2x4(min)battens. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga CorMax Battens.odf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-161 Evaluation Reports Other:Refer to evaluation report. FL17022 RB AE 26ga CorMax Battens.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWMlaQ%3d... 2/3 P . XT EM METAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS 26ga (min) VMAX over 15/32" (min ) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/8". Product Material 26ga (min) steel Corrosion resistant per FBC 1507-4.3 where required Fastener #9 or #10 x 1.5" fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com E...FN''% �p-id I'9 No.81377 � Z7?0.1 e w _ _ s 3 Q STATE OF i NAL11���`� . .. - 5..,^�,� �'�p� ���s.�"�4.-; �mcp�,Y' .;-a 'y'"y-�yf` �u���,. 1'1�',- �` r1'.� �. •r �.a�� �,�i&�,� r�..,�', �.y� �'.� �.f��� .4���1� �.-e}s�t ry tea,. - z°4"`� �5'"` "�"�iur�� ohs. . `' "y -�� �'.tl ;`sue- ' -������Fr ' .���="���_. ' '�' ,ac�i•cywros `�"� ' `C✓ � v �' ��m y`�r,'� ;���a � ivF '� .�;�a�,^� �j. '�� � _.�' Via: .��,,`�' s ' �7 - Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF Method B: #10 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 93.5 PSF Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method D: #10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in FL 17022.01-R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product_ Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others._Fire,class._ficgti.on.an,d,.sheer._di,aph..ra.gm„de_s.i..g.n.,a.-re..o_utsde..t-he,._sco.pe„of_thise,v,.gl_u.aeon,.._A...cc_e.l.e_r.a.ted..._...._......... weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. | � EM � Eff 61 ME `-r-IN Instructions: Select the appropriate |opu table that applies to the structure in question. Determine the design wind speed for the project e |oco+ion' Use the attachment method indicated for that w|ndspeed within each roof zone' wors: Ascs 7-16 and rac 2020 adopt o 7-zone concept. For the |ppu +pu|es below,-the worst case was token for each zone and reported using the standard zones � z-u-3: L-_ Zone z includes zones z and z^ Zone o includes zones ze, ur, and un � |u| m,ROOROOF r (o f � Zone a includes zones ae and sr 4—� Combining these zones creates o clear, simple °""" LESS THAN BrICE114%OF LEAS scheme, at the expense ofsonnedesign efficiency. �°="�*��"=*"�"�^="="a"M -- Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD8: MBHODC: METHOO[: #9AT16"�C. #10AT16"�C. #10AT��C. #10AT6"�C. 2"(NOM) 12" NR:NOT RATED.CONSULT DESIGN ' PROFESSIONAL ASNEEDED Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located|n Exposure B area Are located inB,C,orD exposure area Have either o flat roof,p,gable/hip roof with max slope«f«o:10 Have either o flat roof,or gable/hip roof with max slope xf12:io Have o mean Roof Height of30 feet o,less Have o mean Roof Height cf 3V feet wrless Zone 1: Zone 2: Zone 2: Zone 3: _---_--__................................... ............. ..... '................ ____.......... ___................__...........................................................' ...- ... ........._-_................__- ............ ___.......... -............... __....................' Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure Barea Are located in B,C,00D exposure area Have either o flat roof less than 7",hip roof with Have either o flat roof less than 7^,hip roof with max slope n*12:12,n^gable roof with slope between 44d2&i212 max slope of12:12,mr gable roof with slope between 4,412&12d2 Have a mean Roof Height o[n0 feet prless Have a mean Roof Height of3n feet m,less Zone 3: Zone 3: Zone 2: Zone 2- � 2/23/2021 Florida Building Code Online s 1 7 s 6 zs 6 a 0 e 9 , BclS Home { Log In ! User Registration Hot Topics Submit Surcharge stats&Facts Publications I contact U C061S Sit Map iJjukF I Search #11OFIAda CProduct Approvalr o b USER.Public User z Product Approval Menu>Application Detail REVIEWED FOR ®®E COMPLIANCE FL# FL11602-R11 Application Type Revision To ®&�®6�CIE CO Code Version 2020 / Application Status Approved ®�� Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt,LLC Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 (740)321-6345 Greg.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville,OH 43023 (740)321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W.Knezevich,PE 9 Validation Checklist-Hardcopy Received Certificate of Independence FI t 1602 R11 COI 2020 01 COI NIEMINEN pjlf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4533(tear strength) 2015 ASTM D4798(weathering) 2011 ASTM D4869(liquid transmission) 2016 ASTM D5035(tensile) 2011 FRSA/TRI,Sixth Edition 2018 UL 1897 2015 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K°/a2frrZeHYB7UCe5KMr%2fsMfWgra38uK418vXGoCQQ%3d%3d 1/2 2/23/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Date Revised 02/12/2021 Summary of Products FL# Model,Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL11602 R11 II 2020 12 16 FINAL ER TITANIUM FL11602- Approved for use outside HVHZ:Yes R11 �Jf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-142.5 Created by Independent Third Party:Yes Other:1.)The design pressure noted herein pertains to use Evaluation Reports of a specific underiayment system beneath tile roof systems. FL11602 R11 AE 2020 12 16 FINAL ER TITANIUM FL11602- Refer to ER Section 5.8.3 for details. 2.)Refer to ER Sections R11 pdf 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes BacY. T , Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer..QQ g�2007-2013 State of Florida.::P vacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.27S(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: cChtci. E <:Credit:Card Sate.::;::;...... https:/hvww.floridabuilding.orgtpr/pr app_00.aspx?param=wGEVXQwtDgsQFc5K%2frZeHYB7UCe5KMr%2fsMfWgra38uK4lBvXGoCQQ%3d%3d 2/2 NEMo etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R12 One Owens Corning Parkway FL11602-R11 Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 Revision 12:12/16/2020 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 products described herein have been evaluated for compliance with the 7th Edition(2020)Florida Building Code sections noted herein. DESCRIPTION Titanium""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 "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through B. Prepared by: �.+�"`;l "��•.; �T� Robert J.M.Nieminen,P.E. ��'�;�F^r'^�;,?T�i'o� The facsimile seal appearing was authorized by Robert s; `�%:;, 11n "" Nieminen,P.E.gn d document This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 electronically signed document ` CERTIFICATION OF INDEPENDENCE: 1. NEW ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. - 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,In any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC,LLC ONEMO etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Titanium'Roof Underlayments,as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. Seaton ' - Property Standard Year--- 1504.3.1 Wind resistance. UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2/R905.1.1, Material standard ASTM D1970 2015 R905.2.8.2 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tear strength ASTM D4533 2015 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5035 2011 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 TAS 110 Accelerated Weathering ASTM D4798 2011 Entity Examination Reference". Date ERD(TST6049) Various,system tests 135520.06.11 06/15/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ERD(TST6049) FRSA/TRI,tile slippage 4j-OC-19-SSUDL-01.A 06/14/2019 ITS(TST1509) FRSA/TRI,partial 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 12/09/2014 Owens Corning Product equivalency Declaration 06/18/2018 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) FRSA/TRI,partial OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798,D1970 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI,partial OCF-425-02-01 08/13/2018 PRI(TST5878) UL1897 137ST002 07/10/2019 PRI(TST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 1378TO117 10/20/2020 PRI(TST5878) ASTM D4533,D4798,DS035 137ST0110 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378T0111 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/2020 ITS(QUA1673) Quality Control Service Confirmation 12/09/2020 ITS(QUA1673) Quality Control Florida BCIS Current Product Material Standard Plent(s) pescription.. 4.1 Titanium—PSU-30 ASTM D1970 and Dubai,UAE unreinforced polymer modified bitumen material FRSA/TRI 09-18 Brentwood,NH adhered to the underside of a polymer-coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square NEIVIO ETC,LLC Evaluation Report 131980.11.08-R32 Certificate o/Authorization#31455 71H EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 2 of 8 ONEMOletc. Descrlptlori r, _ ,, t Product r ��� fVlaterial Standard _15 4.2 Titanium'"UDL-25 w `1507.1.1.1(2&3, l Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on one side with a polymer R905.1.1.1(2&3, coating. Unit weight 2.5 lbs./square Exception),R905.1.1.1(5) 4.3 Titanium"UDL-30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.0 lbs./square Exception),R905.1.1.1(5) 4.4 TitaniumTM UDL-50 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.7 lbs./square Exception),R905.1.1.1(5) 5.1 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. 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 Titanium" 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 ;o r -i .. . .......,. _. i „ ;.,. -„r_ FBCSectton �1507.2r-:� - 25073, �_ ., 15074Bi35075 ` 15077 :� ,I5078&15079 N lay-aml-coPr eE7`-et`Tt1e- � pat: `Metal Panels 51ate orSlete- Wood Shingles an yment. Shmgles- Mechanical 'Adhesive 'and shingles' Type Shingles Shakes L Attach Set Yes TitaniumPSU-30 Yes Yes Yes Yes Yes (joint strips,1507.1.1.3/ (See 5.6.1) R905.1.1.3) Titanium L-25 Yes No V Ls— Yes No Yes Yes Titanium UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes NO 2-plysystem) 2-plysystem) Titanium UDL-50 Yes No No Yes Yes No NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate ofAutharizotian#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 3 of 8 ONEMO etc. 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. AB �11lEAUFIE$11� �1SL� bE$LA �OMBIIIIA 0 5� � arKx'xa '� a s ,n "ram. 3a3�..�..� x., ' _ �' Underlayment_ ", `� Adhesive Nr 4 � s , yFlonda Product ApprovaP_;_ , _ Dupont'Tile Bond'Roof The Adhesive" - FL22525 Titanium PSU-30 ICP Adhesives and Sealants"Polyset®AH-160" FL6332 ICP Adhesives and Sealants"Polyset®RTA-1" FL6276 5.7 Allowable Substrates: TABLE 2 SUBSTRATE OPTIONS FORADHERED UNDERLAYMENTS x ; Substrates(designedto.meetwindloadsforproject)`'' Uriderlayinent Application Type Primer Materials) Deck/sheathing (Optional)ASTM D41 Plywood None ASTM D226,Type II felt Titanium PSU-30 self-adhering Base sheet ASTM D41 Titanium UDL-30 None Titanium UDL-30(inverted) 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 not less than Section 5.8.3 herein. 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 asf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Underlayment: One or two plies Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEW ETC,LLC Evaluation Report I31980.11.08-R12 Certificate of Authorization tl324SS 7A1 EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 4 of 8 MEMO etc. #2 Maximum Design Pressure=-142.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: One ply Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diametertin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.9.3.2 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. #3 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12.ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #4 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7'H EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12.12/16/2020 Page 5 of 8 ONEMO etc. #5 Maximum Design Pressure=-45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed 6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #6 Maximum Design Pressure=-45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed 6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.9 Exposure Limitations: r TABLE 3,',EXPOSURE LIMITATIONS - - Underlayment Prepared Roof Cover Installation Type w Maximum Exposure(days) Mechanically attached 180 Titanium PSU-30 Adhesive-set the 30 Titanium UDL-25,Titanium UDL-30, Mechanically attached 180 Titanium UDL-50 NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 6 of 8 NEMo l etc. 5.10 Tile Slippage Limitations: 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 � ��"' sWREcrD�cKaLiNsu►rio Underlayment` Tile`Qrofile s" Staging Method_, '' JV,lax'imum Slope Flat Max.10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max.10-tile stack(5 over 51 Titanium PSU-30 Lugged 5:12 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC 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 Ttanium._UDL 25 Titanium UDLT. > 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception), 1507.1.1.1(3,Exception)or 1507.1.1.1(5)or FBC Residential R905.1.1.1(2,Exception),R905.1.1.1(3, Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.3.2 Fasteners: Mihi um fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1 .3 or FBC Residential R905.1.1.1 or R905.1.1.3. js {Ste+ -r - -v -"" - 6.4itanlUri""PSU 30 i 6.4.1 Non- le Applications: S I be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in BC 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,FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 7 of 8 NNEMOjetc. 6.4.2 Tile Applications: Shall be installed in compliance with requirements for a Self-Adhered Membrane in the 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 for attachment limitations. Refer to Table 4 for tile staging limitations. 6.5 Ttanwm 2 PIy System z• � 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named CIA 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. Intertek Testing Services NA Inc.—QUA1673;(312)906-7779;maura.norlander@intertek.com -END OF EVALUATION REPORT- MEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-RII Titanium Roof Underlayments Revision 12:12/16/2020 Page 8 of 8