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, � Jt✓+h��^ fl ♦'� lf1]..��,Yp��� '� y�� y, T� �^ ,� s e b13CISHome i Log rn l User Registration HotTopks Submit Surcharge t stats&Fads Publications 1 Contact us Bccs site map i iik i Search d . r ProdePct raval {' PububPublicc User ��eRkgmnrra'il Iti:�.�a GT.c�.�CCce �!"aa7.'SP *i,>�i{ ..�a�>AppllcaUun Qetal FL 4 FU4645-114 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Z Address/Phone/Email 545 South 3rd Street,Suite 200 l ED r-® Louisville,ICY 40202 � ��tY� ��� �� (502)855-4300 A,,a1�� dstermer@metalsales.us.com 'CODE COMPLIANCE Authorized Signature David Stermer ST® L 01F dstermer@metaisales.us.com 00C Technical Representative Address/Phone/Email Quality Assurance Representative COPY Address/Phone/Emall Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Bala Sockalinqam Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FU4645 R4 CM, CeTf>O Ir�enettd 3�df Referenced Standard and Year(of Standard) Standard Year FM 4470 2016 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code VALU ` 6 G *5V'CRE%l[P PAlNEV FLGI ID PRODUCT APPROVAL . Fl✓i4645.2-R . . Prepared for: e#al dales Wlainu€actur#rig CorpOrati;o 45.South 3ra Street.Suite.20D tow9wIle,KY•40202 'Telephone.-(M)8-+5-4300 Fax; 02 855 4204 Pi°epa"5V.- . Bala Sockalin ,Ph.D.;P.E. Florida Professional Engineer.62244 12I6 N La:nsmg A e:,quite C a sa,t . .4I06 ' Telephone:(9I8)492-5992 :.TAX:�866j 3+66-1543 `blsxr p€d i Onsists of Evaluation Report(3 Pages iaeludi ng covert InstaiIatlon D"lls(I'Pc`ige A e.y s:mo C "af V"�E . Report' o.. C2397 e. • : - - . ' �ei.a-g`fir ' i FL 14645.2-R4 C2397-2 10.7.2020 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation ProductName: 5V-Crimp Panel Description: 24"wide coverage with(5) 1/2"high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Corrosion resistant as per FBC 2020 Section 1507.4.3. Deck Description: Min. 19/32" plywood or min. W thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2020. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws at 6" o.c. (Minimum) in the field and edges. Designed as per FBC 2020. Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1 Slope: 1/2:12 or greater'in accordance with FBC 2020 Section. 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 84.5 psf at fastener spacing of 24" o.c. (Factor of Safety=2) 131.3 psf at fastener spacing of 18" o.c. 149.6 psf at fastener spacing of 12" o.c. Fastener Pattern: Type: #9-16 or#10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) Test Standards: Roof assembly tested in accordance with TAS_ 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this FL 14645.2 R4 C2397-2 10.7.2020 Page 3 of 3 Evaluation Report. Refer to FBC 2020 Section 1505 and current approved roofing materials directory or ASTM E108RJL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No.T235-07,Reporting Date 7/12/07 Project No.T172-08,Reporting Date 4/29108 3 . y • W m ci[c�efs PANEL FASTENER SPACING +-i 5V-CRIMP SEE DETAIL 1� ^ PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. S UNDERLA MENT SHALL BE INSTALLED PLYWOOD AS PER MANUFACTURER'S INSTALLATION MINIMUM ATTACHMENT: 19/32"THICK (MIN,) GUIDELINES 8d x 2.5' LONG RING SHANK NAIL MIN. 2X_WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24' O.C. SPACED 0 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT INTERMEDIATE LOCATIONS SEE DETAIL 1 24" 5V-CRIMP o NN too II laa ,/1Y 1 UNDERLA`YMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32-THICK (MIN,) rb AS GUIDE R MANUFACTURER'S INSTALLATION 8d x 2,5" LONG RING SHANK NAIL LAIN. 2X_WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS � ��C�y TRUSS AT MAX. 24' O.C. SPACED ® 6" O.C. IN THE FIELD & AT PLYWOOD EDGES 893 FASTENER PATTERN AT PANEL ENDS 0 TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE FASTENER SPAC IN PRESSURE a (IN) (PSF) t� #9-16 OR #10-14 WOODSCREWS a a WITH SELF SEALING WASHER AT 24 B4.58 MAXIMUM SPACING OF 24" O.C. CRIMP 18 131.3 MIN 12 149 6 MIN 26 GA. m GENERAL NOTES, 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0,0171, EFFECTIVE COVERING WIDTH OF PANEL = 24'. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT, THIS 19/32"THICK (MIN.) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM DETAIL 1 REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. B. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND_LOADS AS 2' REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS, Z3 39797-so. 7. REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3:12. or f105 sasxaa: !l�(n IOssNrRab>roo^ i Hat7bpin_ `544mRsvd+a�oe i satsariuc i wetmma ;Cm,ffiCUs 'eas Sb:recce �rini6 'senor - i � �,_''-�, oductAPProvaI f�� u�e:nmto Osc .......ifs' � • �<M^-+fJY°in-^-�tY[,nh•'ih=iT+^�^1r!'�>A >ApppO11CO Wb(( i•r.✓,;. `l'' FL* FL26482-R6 Application Type Revision Code Version 2020 Application Status ° Approved Comments 2 Archived Product Manufacturer APOC,Sub of Gardner-Gibson Inc �9O ® ®■ Address/Phone/Email 4161 E.7th Avenue p,� a�> Tampa,FL ® 11 �■ 1 {■'®tl11 (813)248-2101 L akhan@gardner-finer-glown,com (;OW I .. Authorized Signature Amir Khan +� C®U akhan(4taaMnerglbsan.com Technical Representable Address/Phcne/Email ```�'' Quality Assurance Representative •,� ®7�� C1 Address/Phone/Email p�jl AAWW' . tegory. Roofing i Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report ',Robert tlieminen Florida License PE-59166 Duality Assurance Entity UL LLC Quality Assurance Conrad Expiration Date 12/21/2023 Validated By Sohn W.Khezevich,PE VaUdation Checklist-Hardcupy Received Certificate of Indeoendence � '� D Referenced Standard and Year(of Standard) ^�0Q8�, Year ASTM 01970 - 2015 ASTM D4533(tear strength) 2015 ASTM 04798(weathering) 2011 ASTM D4869(Uquid transmission) ZU16 ASTM OS039(tensile) 2ti11 FRSA/IRI,Sixth Edition 2918 .AS 103 2020 UL1897 2015 Equivalence of Product Standards Certified By . Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/17/2020 , Date Validated 12/19/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Surriona r of Products rFL S HodeL Nrmrher cur Name _-_— Description 126482,1 Gardner Roof U idedayment(HVHZ) JRoofh+g underlaymerts for use In FBC HVHZ jurisdidiots glLimits of use .�--. _ j'InstellWon Instructioaa II +Approved for use in HVHZ:Yes }K7 APIT R5 Tf 2=MT 87 FZ'RRL ER ITM FR1`F4;2-RS 115 tdRer�r Approved for use outside HVFM No i'Verified By:Robert Werninen PE-59166 Impact Resistant N/A Created by Independent Third Party:Yes r Design Pressure:N/A [Evaluation Reports f Other,Refer to Section 5 for Limits of Use. �133Ac`^,c Xc 29 92 fi3 FyTSR. S?iatt ,.Create!by Independent Third Party:Vex __{ �z�6482.2 Y ciard�ner Roof Underlayments(NON-HVMZ) grooOng unaertayrnentc for use to Fac non-(iy(+z judsdlaiorns i ).Umita of Use burtsilation Is tsctToas 2 Approved furucc Fr lit HVHZ:No &O-ty T•a5 7 3..^'L*P2 0 APOG 5F.2E.G32«'&5o'Y+OC(i F Approved for use outslda HVHZ Yes Verified By:Robert Nieminen PE-59166 3 tImpact Resistant-N/A d Created by Independent Third Party:Yes Design Pressure:+N/A/-135 c%cvaluation Report k Other.1.)The design pressure noted herein pertains to particular underlayment system for use af.A=2ml;U I9 95M 0—a BBC FR3=tis2-`Ra 1 i p'h30'i;ffdm'1( j~under adhesive-set tie roof systems.Refer to ER r d Section S.8.3 foetails.4)Rater to ER Section 5 Created by rndependentThird Party:Yes 5 for Limits of Use, 4 ,r y Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ice' i EVALUATE TM cm,sm a ' --,�WORT APOC,sub of Gardner Asphalt Corp. Evaluation Report 1-GG-18-001.0218-R4 4161 E.7ei Avenue sir OW Tampa,FL 33605 Date of Issuance:02127/2018 (813)248-2101 Revision 4:12/17/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.-for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the Edition(2020)Florida Building Code sections noted herein. DESCitIPTION 'Gardner°[toof.0 6riavi ei t ,foruseam FBCnon:2 junsd�ctions 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 asthe 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). MEMO 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 7. Prepared by: Robert J.M.Nieminen,P.E. zit .,��s=_�; The Mcsimile seal appearingwas authorized byRobert Florida Registration No.59166,Florida DCA ANE1983 `'''S I^ c'' Nieminen,P.E.on 12/27/2020.This does not serve as �'✓�m.;rirr°' an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC f O- NEMD'Ieft- RoOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Gardner® Roof Underlayments, as,produced by Gardner Asphalt Corp., have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. Section Proiterty' -Standard Year 1504.3.1 Wind resistance UL1897 2015 1507.1.1,1507.2A 1507.2.9.2/11905.1.1, Material standard ASTM D1970 2015 R905.2.8.2 1507.1.1.1(2&3,Exception),1507.1.1.1(5)J 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 NEMO Traceability FBC Crass-Listing 12/10/2020 PRI(TSTS878) ASTM D226(physicals) GGI-176-02-01 9/26/2016 PRI(TSTS878) ASTM D1970,D4798 GGI-178-02-01 10/24/2016 PRI(TSTS878) ASTM D1970,D4798 GGI-194-02-01 4/19/2017 PRI(TSTS878) FRSA/TRI,ASTM D4798,TAS 103 GGI-196-02-01 7/26/2017 PRI(TST5878) ASTM D226,D4533,D4869 GG17132-02-06 12/11/2017 PRI(TSTS878) ASTM D226,Q4533,D4869 GGI-199-02-02 12/11/2017 PRI(TSTS878) ASTM D1970,D4798 GGI-178-02-01 1/26/2018 PRI(TSTS878) ASTM D4798 GGI-178-02-02 1/26/2018 PRI(TSTS878) ASTM D1623,TAS 103 GGI-201-02-01 1/26/2018 PRI(TSTS878) UL1897 GGI-212-02-01 5/9/2018 ?RI(TSTS878) Criticality,ASTM D1876 GGI-209-02-01 5/18/2018 PRI(TSTS878) ASTM D903,D1970 GGI-211-02-01 6/6/2018 PRI(TST5878) ASTM.D1623,TAS 103 GGI-202-02-01 8/9/2018 PRI(TST5878) UL1897 GGI-243-02-01 S/29/2019 PRI(TSTS878) ASTM D1970 397T0016 12/16/2020 PRI(TST5878) ASTM D1623,D4798 397T0018 12/16/2020 UL,LLC.(QUA9625) Quality Assurance Service Confirmation 02/12/2020 UL,LLC.(QUA9625) Quality Assurance Florida BCIS Current s ; � Product Matenal5tandard :Plants Descriptn io( l '. 4.1 Gardner®Gard-Lock ASTM D1970 Springville, nominal 60-mil thick,glass-fiber reinforced,polymer AL modified asphalt,granulated self-adhering underlayment 4,2 Weather-Armor°FT3 FRSA/TR109-18 Springville, nominal 60-mil thick,self-adhering membrane of elastic Tile Underlayment AL polymers,bitumen and polyester and glass reinforcement I IMIE7Clue Evaluation Report1-GG-18-DD1.02.18-R4 eertltcOeofautbertmunn#3240 7 'W ragM VZ2 WiWW%WJ WrErAWA f Gardner"Roof Underlayments,(813)248-2101 Revision 4:12/1712020 Page 2 of 7 NOS Product Niateriaf Standard P.fa ' s f)ascription 4.3 Eagle-Armor by Apoc FRSA/M109-18 Springville, nominal 60-mil thick,self-adhering membrane of elastic i AL polymers,bitumen and polyester and glass reinforcement 4.4 TriBuilt Fleece Tile FRSA/TR109-18 Springville, nominal 60-mil thick,self-adhering membrane of elastic Underlayment AL polymers,bitumen and polyester and glass reinforcement 4.5 Weather-Armor®HT2 ASTM D1970 Springville, nominal 60-mil thick,self-adhering membrane composed High Temp Premium AL of elastic polymers,bitumen,glass reinforcement and a Roof Underlayment cross-laminated sheet surface,gray in color 4.6 Weather-Armor°HP ASTM D1970 Springville, nominal 60-mil thick,self-adhering membrane composed High Temp Premium AL of elastic polymers,bitumen,glass reinforcement and a Roof Underlayment cross-laminated sheet surface,black/yellow in color 4.7 Weather-Armor®S13-1 ASTM 01970 Springville, nominal 60-mil thick,glass-fiber reinforced,polymer Self-Bond®Roof AL modified asphalt,granulated self-adhering underlayment Underlayment 4.8 TriBuilt Ice and Water ASTM D1970 Springville, nominal 60-mil thick,glass-fiber reinforced,polymer Underlayment AL modified asphalt,granulated self-adhering underlayment 4.9 Gator-Skid-Synthetic 1507.1.1.1(2&3, Hangzhou, synthetic roof underlayment comprised of layers of Roof Underlayment Exception),1507.1.1.1(5) China polyolefin film /R905.1.1.1(2&3, Exception),R905.1.1.1(5) 4.10 - Gator-Skin 10m 1507.1.1.1(2&3, Guijarat, synthetic roof underlayment comprised of layers of Synthetic Roof Exception),1507.1.1.1(5) India polypropylene film Underlayment /R905.1.1.1(2&3, Exception),R905.1:1.1(5) 4.11 Weather-Armor® 1507.1.1.1(2&3, Hangzhou, hybrid underlayment comprised of two layers of CrossOver O L Exception),1507.1.1.1(5) China polyolefin and polyester synthetic fabric with a layer of Premium Hybrid Roof /R905.1.1.1(2&3, modified bitumen between the two Underlayment Exception),R905.1.1.1(5) s 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Gardner® 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. t EYES�F1� Evaluation Report 1-dG-18-001.02.1&R4 cerr wwOfa„thomWon93zass (20M FEcs 's4gw--ZEVAWAT RZ M&094MM Gardner°Roof Underlayments;(813)248-2101 Revision 4,1211712020 ONE= eta® 5.6 Allowable Roof Covers: A LE tW7.3 1597.8�91079 Clay and.Conuete Tilef Metal' Slateor I' Underlanent. Asphalt ' ' , , WoodShi . esi Mechanical,; Adhstve 1 Panelsor peShirgles oiShakes AlpCh -pt -, tnles ,shingles YES GardnerO Gard-Lock YES No NO No YES aoint strips,1507.LI.3 /R905.U.3) Yes YES Weather-Armor®FT3 Tile Underlayment YES YES 5 YES YES floint strips,1507.1-1.3 (See .6.1) R90rL1.3) Yes YES Tt a-_I e--Armm ci r�by A p o c YES YES YES YES point strips,1507.LI3 g (See 5.6.1)< /R905.1.13) Yes YES TriBuilt Fleece Tile Underlayment YES YES YES YES Wnt strips,1507.LL3 (See 5.6.1) /R9MS.L2.3) Weather-Armorll HT2 High Temp Premium YES YES NO NO YES YES Gaht strips,15074-13 Roof Underlayment JR905.M.3) Weather-Armor"HT3 High Temp Premium YES NO No YES YES YES floTnt strips,15W.1:1_3 Roof Underlayment I R905.LL3) YES TriBuilt High Temp Metal Underlayment YES NO NO YES YES Gaint strips,1507.113 'Weather-Armor"SB-1 Self-Bond®Roof YES YES NO NO YES acilint strips,I507.1.13 Underlayment /R9DS.LL3) YES Tr!Built Ice and Water Underlayment YES NO NO NO YES Goint strips,1507.113 /Rqas.LL3) Gator-Skin"I Synthetic Roof Underlayment YES NO NO YES YES No Gator-Skin 10111 Synthetic Roof YES NO NO YES YES NO Underlayment Hybrid Roof.Underlayment Weather-Armor®Crossover CX-L Premium YES NO NO YES YES NO 5.6.1 Adhesive-set tile is limited to use of the following underlayment tile-adhesive combinations. HESIVE OM NATiGNS, U /.Tlil�Aii' , 't, z -,t4iii 1A�. ULOWABLE NDERLAYMEkT E" "Underlayment: - :Adhes 166da-pr6duct!Apoidwl: Weather-Armor'FT1 Tile DAP"Touch'n Seal StormBond Roof Tile Adhesive" FL14506 Underlayment,Eagle-Armor by Apoc or Dupont"rile Bond'Roof Tile Adhesive" FL22525 TnBuilt Fleece Tile Underlayment ICP Adhesives"Polyset"AH-160" FL6332 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. VMWz1TCjLC Evaluation Report I-GG-19-ML02.18-R4 CVWICaft 40fAud-rhadan#32455 7"�' ZZ MV ft C2 0 2 0 1 F 3 C 90�&WJ W E VA WA7 I V S Gardnee Roof Undedayments,(813)248-2101 Revision 4:12117J2020 Page 4 of 7 5.7 Allowable Substrates: ". Wma etc. X TABS z:SiiBsfRkrE OPTiotus Underlayment :Substrates '. Gardner®Gard-Lock, Weather-Armor®FT3 Tile Underlayme ,*Eag1L-A=or&y.6 c,TriBuilt Fleece Tile Underlayment,Weather-Armor®HT2 High Temp Premium Roof Underlayment,Weather-Armor®HT3 High Temp Premium Roof Underlayment,TriBuilt HiTempP ywood � Y High Metal Underlayment,Weather-Armor"SB-1 Self- Bond®Roof Underlayment,TriBuilt Ice and Water Underlayment Weather-Armor®FT3 Tile Underlayment,Eagle-Armor by Apoc,TriBuilt Fleece Tile Underlayment,Weather- Armor°HT2 High Temp Premium Roof Underlayment,Weather-Armor®HT3 High Ym Temp Premium g p mwm Roof oS8 Underlayment,TriBuilt High Temp Metal Underlayment Weather-Armor°FT3 Tile Underlayment,Eagle-Armor by Apoc,TriBuilt Fleece Tile Underlayment,Weather- Armor"HT2 High Temp Premium Roof Underlayment,Weather-Armor®HT3 High Temp Premium Roof Structural Underlayment,TriBuilt High Temp Metal Underlayment. *Note:minimum 73Fambient application concrete* temperature for structural concrete. 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 the 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 under layment 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 b 2 the 2 to 1 margin f f`p y ( rg o sa 0ty 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 Me 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=-52.5 psf; Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Weather-Armor® FT3 Tile Underlayment, Eagle-Armor by Apoc or TriBuilt Fleece Tile Underlayment,self.-adhered. #2 Maximum Design Pressure=-135.0 gsf: Deck: Min.19/32-inch APA span-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None. Underlayment: Weather-Armor® FT3 Tile Underlayment, Eagle-Armor by Apoc or TriBuilt Fleece Tile Underlayment,self-adhered. #3 All other direct-deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. ft+":M0EYC,tW Evaluation Report s-GG-18-OOL02.1&R4 &1tffiCUW0fAuth0K0thm#32455 7"KE ikitil frx l l6s:�'a E7=FPf�EkF � �_g Gardner°Roof Underlayments,(913)249-2101 Revision 4:12/1712020 Page 5 of 7 U(4Nwojeatc. 5.9 Exposure Limitations: -.' _ TastE3 '�xPo�Urt�;tliuirrA�o�ra Prepared Roof Cover ;Maximum Underlayment Exposure :Instafli T aton We : (days). Gator-Skin'Synthetic Roof Underlayment,Gator-Skin 16,Synthetic Roof Underlayment,Weather-Armors HTZ High Temp Premium Roof Mechanically attached 30 Underlayment or Weather-Armor°CrossOver CX-L Premium Hybrid Roof Underlayment Gardner®Gard-Lock,Weather-Armor®SB-1 Self-Bond®Roof Mechanically attached 90 Underlayment,TriBuilt Ice and Water Underlayment - Weather-Armor"HT3 High Temp Premium Roof Underlayment,TriBuilt Mechanically attached 180 High Temp Metal Underlayment Adhesive-set tile 30 (Polyset®AH 160) Weather-Armor®F V Tile Underlayment,Eagle-Armor by Apoc,TriBuilt Adhesive-set the Fleece Tile Underlayment MI a Bond-Roof Tile Adhesive or 90 Touch In Seal StormBond Roof Tile Adhesive) Mechanically attached 180 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TAsiE 4 TILE'S[[PPAGE LIMIFArIONS FOR DIRECTgDEfKTILE INSTAlLAT1UN5 ; Uride�layment Tle Profile Staging MetEtod Maximum Slope Weather-ArmorO FT3 Tile Underlayment,Eagle-" Flat or Lugged Max 10-tile stack 6.12 Armor by Apoc,TriBuilt Fleece Tile Underlayment r 6.1 Gardner® Roof Underlayments shall be installed in accordance with Gardner® Asphalt Carp. 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 Gardner°Gard Loclt,Weather Armor®HT?:High Temp Preinwm Roof Underlaym'ent,Weather-Armor®HT3 High;. Ceersp fsremium Rocif Undieriay MegaiUn d Roof Fnderlayment or"riBusft 16b and Wk6 Underlaynsent - 6.3.1 Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D197O)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R9O5.1.1.1 or R9O5.1.1.3 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. 6.3.2 Multi-Ply Underlayment Systems: Weather-Armor® HT3 High Temp Premium Roof Underlayment or TriBuilt High Temp Metal Underlayment followed by Weather-Armors FT3 Tile Underlayment, Eagle-Armor by Apoc or TriBuilt Fleece Tile Underlayment (per Section 6.4)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 multi-ply underlayment system is desired. tmrorlitiac Evaluation Report 1-GG-I"OL02.18-114 Certifxate ofAuthorization#/32455 pm)iCG'd x-ffvi m r--VAWATM R2 ?5 r=*HVXn Gardner"Roof Underlayments;(8131248-2101 Revision 4:1211712020 Page 6 of 7 r ONErAG eft. 6.4 Weather Armor'FT3 Tile Underl e a aym gle-Armor by Apo ar,TnBu FleeceTile Underlayment r 2rNon-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or 11905.1.1.3 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. 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 5.8.2 for attachment limitations. Refer to Table 4 for tile staging limitations. 6.5 'Gator SWn'a'Synthetic Roof Underlay_"' "Gatos SMn lOTM Sy thetic Roof Underlayment ar Weather Armor®: CrossOver�XX"!Premium Hy6r�d Roof Underiaytrierit p F `, , ,' ' , f ry�� , 6.5.1 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. 6.5.2 Fasteners: Minimum fasteners shall be corrosion resistant,ring-shank cap nails shall be asset forth in FBC 1507.1.1.1 or FBC Residential R905.1.1.1. n As required by the Building official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact-the named QA entity for manufacturing facilities covered by F.A.C.Rule 61620-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards:" UL,LLC.(QUA9625);(414)248-6409;karembErdnnan fti.earn -END OF EVALUATION REPORT— am-GEirF i C Evaluation Report 1-G. OOL0218 R4 CeMFXc to ofantLadaatlon l7324ss 7-EDMI H(2ZM FBC%Fia-YRFHZ LVAWATM R264UaG(MMPAin Gardner°Roof Underlayments,(813)248-2101 Revision 4:12/17/2020 Page 7 of 7