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Home My WebLink AboutPRODUCT APPROVAL� r" A U1 � Business & Professional Regulatioh IN LQ acrs;= I Lwm I Uww�� WtT. fi�A�Am P" 5-b-lt5u�-Me SW�&F-� reCs,ff I ,,SSMMp j U.� oduct Approval d b" oo r 9 Do Pr ER: NbliC U� r,�, r Me- V—� klyU=? �ud Aoom�l Men" > �Ud 'r Aro�U�� S��Kh > ADDIUMOn I 1� > Applimton D�i FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative AddresslPhone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16048-116 Revision 2017 Approved Lim Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.mlz@tribuiltmg.com David Ruiz david.ruiz@trJbuiltmg.com SCANNED BY St. Lucie County David Ruiz 250 Route 17 North East Rutherford, Rl 07073 (201) 842-2449 david.mlz@tribuiltmaterlalsgmup.mm Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - H,Tdcopy Received Robert Nleminen PE-59166 UL LLC 07/1812020 John W. KnezevlCh, PE LV Validation Checklist - Hardoopy Received EL1604a R6 COI 2017 01 COT N[gM[nen.pdf Standard Year ASTM D1970 ASTM GISS 2015 2005 FM 4474 FRSA/-rRJ REVIEWED F f 2011 2012 UL1897 COMPL CODE IAI 2012 ST. LUCIE COUNTY BOCqbv 0720`19 FILE COPY https://www.floridabuilding.orgtpr/pi�_app_dtl-aspx?param--wGF wtD tF iND 1/12/2018 ,VXQ q PmdY ... FloTida Building Code Oji�" - I Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved SummarV of Products Method I Option D 09/2512017 10/01/2017 10/03/2017 12/12/2017 FL Ah Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen r,,r wderlayments Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes H 2017 09 FINAL ER TRI- Ki AYMEW5 FL16048-R6.pd Impact Resistant; N/A Design Pressurez +N/A/-150 ventieci 13y: RobertN!eminen PE-59166 Other., 1.) The design Pressure noted herein pertains be use Created by Independent Third Party: Yes Evaluation Reports Of foam -on tile systems overtop the self-adhering aFUL6k48 R6 AE 2Q17 09 FINAL ER TRI- underlayment for one particular application See ER Section BUILT UNULRLMENTS Fl 16048-R6.ncl 5.6.4 for details. 2.) Refer to ER Section 5 ir othe. U .... �reavfu DY Independent Third Party: Yes Use. Q00"dU EE FER owe �dd.et A m.. Adne,ds: == R Him mcs aedn...�..�7.1395.lftisaart,a he Depamnent wiin an emen addram if re Rhin, moord. If Wu do not whih W To dateradre if Wu am a 1hoon,na, We https://www.floridabOding.org/pr/pi�__app _VXQwtDqtFF`mdYiND... 1/12/2018 _dt1.aspx?param=wGF EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT P13 OXFORD, Cr 06479 12031262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6 PO Box 70 FL16048-R6 Rutherford, NJ 07070 Date of Issuance: 10/25/2012 (800) 516-1485 Revision 6: 09/25/2017 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 (W17) Florida Building Code sections noted herein. DEsCRIPTION: TRI-BUILT Roof Underlayments LAITEUNG: 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. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD 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 "rrinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEcrION, 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 I through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 \JTPJNITYIERD � fb.hge A �.6 b, �, P-EmOns/2fiI7. �Isdmnw�mwane��a�!!V�C�d �.�t CERTIFICAMON OF INDEPENDENCE: 1. Trinity] ERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not h . ave 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 appioval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nleminen, 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. ROOFING COMPONENT EVALUATION: I. SCOPE: Q\TRINITYIERD Product Category: Roofing Sub -Category: Underlaynnent Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6"' 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 Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TR1 April 2012 (04-12) 2012 3. REFERENCES: KQ!!_bf Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 b3/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44810.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD VST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-RI 05/W2014 ERD (TST6049) Physical Properties S43530.05-14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC852o.b4.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045-05.17-RI 06/07/2017 LIL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) QualityControl Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTIVI D100. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinityl ERD 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 HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116 CC,Vflwte of Authorizatlan #.9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILTRoof Underlayments; (800) 516-1485 Revision 6:09125/2017 Page 2 of 6 TRINITY I ERD 5.4 TRI-BUILT 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. 5.5 Allowable Roof Covers: ..iTABLE 1:,RO COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On ri le Metal Wood Shakes Slate a Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5,5.1 Yes Yes Yes No I No aeF1 Yes !__Y;D 5.5.1 "Foam -On Tile" is limited to use of the following Approved NIP adhpqivpc -, --ki- -TABLE PL ALLOWABLE TILE Atimsivii UNDERLAYMEM COMEFINATIO NS Adhesive ilorida Product Appro A Underlayments I ILP Acilresives PolysetO AH-160 FL6352 I Tri-Built S/A HT TU Underlayrnent - DowTIIeBond- FL22525 I Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Bullt Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment Or Tri-Built Smooth HT S/A Underlayment applied to: > Plywood; ASTM D41 primed plywood; OSB; ASTIVI D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered Adth plywood or OSB prior to installationlof the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-11 SA Shingle Underlayment, Tri-Bullt S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > Dens Deck Prime; 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 (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with RIM 4474, Appendix D orTAS 114, AppendixJ. I Refer to Tile Manufacturer's orAdhesiveManufacturers Florida PrOductApprovalfor Overturning Moment Resistance Performance. Eictersor Research and Oesign, U.C. Certificate ofAuthorkation #9SO3 6' EDITION (20173 FBC NON-HVHZ EVALUATION Evaluation Report A42960.10.12-116 FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-148s Revision 6:09/25/2017 Page 3 of 6 5.6.3 Bond to MechanicalIV Attached Base Laver: "\�TRINaYIERD Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > ASTM D226, Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRJ April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSAITRI 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 direct -deck 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 ILSG4�9 has already been applied). Refer to FRSA/TRl April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 maximum DesignPressure=-45.0osf Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Trl-Bullt S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure= -67.5 ps Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Trl-Bullt S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure= -15OLD Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. .Deck Preparation: Plywood shall he thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure= -60.0 psf., Deck: Min. 19/327inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. - Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-ifich laps and 6-inch o.c. in three equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design,LLC. Evaluatian Report A42960.10.22-R6 Certli'lcate of Authorization #9503 6rxEDInON (2017) FBCNON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 51r,1485 Revision 6:09/25/2017 Page 4 of 6 '\�TRINITYJERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSAITRI April 2012 (04-12), Appendix A, Table IA. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone I 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/5PRI 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 2616) for Zone 2/3 enhancements. 5.7 Exposure Limitations, Tri-Bullt Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longerthan 311-clays after installation Tri-Built S/A HTTIJ Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations LrAS 103 Per FRSAITRI 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. TIOSLI�PAGE.IjlvnrAnONSFOR� Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max. IG-tile stack - 5:12 Max. 10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) "A - F-4 . i Tr -'-Built S/A HTTU Underlayment Lugged Exterior Research and Design, LLr— Evaluation Report A42960.10.12-Rfi Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION FL26048.R6 TRI-BUILT Roof Underlaryments, (800) Sir,1485 Revision 6: 09/25/2017 Page 5 of 6 r_�� S. INSTALLATION: \ ",�TRINITYJERD 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the 1-imitations 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 Tri-Built Sand-R SA Shingle Underlayment. Tri-Built S/A HT TU UnderlaVolent or Tri-Built Smooth HT S/A Underlayment, 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -rile applications: While priming is optional, TRI-BUILT Materials Group, ULC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 fit of membrane and peel back the first 3 fit of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT Materials Group,LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, ILLC recommends back -nailing in the overlap area at thetop of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table I herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04712). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFAcrURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC— QUA9625; (314) 578-3406, k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116 Certf7wte of Authorization #9503 eEDITION (2017) FBCNON-HVHZ EVALUATION FL16048.Rfi TRI-BUILT Roof Underlayments, (800) 516-14&5 Revision 6: 091ZS/Z017 Page 6 of 6 'Flofida Building Code Onlint Page 1 of 4 Iff Business & Professionpl Regulation fir BUS t �g 1. 1 Uwr "!�St�n �!,TOPIO �bmltSu�aMe SWMIkFaM ftbilt.M FBC Soo I BCIS Slie M-P Product Approval �Puiij�u.' Ayp�l Me,,U 01 Mll�b� ArOaWn LIA > APPIIWUM D"I I FL # FL14645-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived F1 Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 54S South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstemer@metaisai�.us.com Authorized Signature David Stemner dstenmer@meta1sales.uS.COm Technical Representative Address/Phone/Emafl -SCANNED BY Quality Assurance Representative Address/Phone/Emali St. Lucie County Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifimbons, Inc. Quality Ass�urance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi, P.E. 96 Validation Checidist - Hardcopy Received Certifimbe of Independence FL14645 R3 COI Certifi�telndependencexdf 'ii� Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL 1897 UL SBO Equivalence of Product Standards Certined By Sections from the Code cot)f lUU1'jHIi'- litAl"I ST. LUG%e4o 1300C (;Opl 0 7' ZO https://www.floridabuilding.org(prlp�_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A... 1/12/2018 ProduCtApproval Method Method I Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/1512017 Date Approved 12/12/2017 ummary a roductes FIL * I Model, Number or Name De,scription 14645.1 2.5' Corrugated Min. 26 ga., 21.33- wide coverage through fastened roof I panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: NO Fl 14645 R3 II EvalliglignRenortC21132 1.12A Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party; Yes Design Pressure: +NIAI-66.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36' o.c. FL14645 R3 AE EvatuationReportC2182 I.Odf and 86.0 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.2 SV-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel flat Limits of Use Installation Instructions Approved for use in HVHZ: No F1 14645 R3 II F—valualignReportC2182 2.nd Approved for use outside HVHZ: Yes Verified By: Bala Sockalingarn PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure; +N/A/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at rastener spacing of 24" FL14645 R3 AE EvalualignReportC2182 2.uff o.c., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12" o.c. 14645.3 SV-Crimp Min. 26 ga., 24' wide through fastened mof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for Use in HVHZ: No Fl 14645 R3 11 EvalualignReportC2182 3,12d Approved for use outside HVHZ: Yes Verified By: Bala Sockalingarin PE 62240 Impact Resistant: N/A Created by Independent Third Parly: Yes Design Pressure: +N/A/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing or 36" FL14645 g3 AE FxaluptignReportC2182 3,pd O.c., 74.8 psAdastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes It fa5twierspacing of 8' o.c. 14645.4 Min. 26 ga., 24" wide through fastened roof panel over min. 15/32" thick plywood deck or 7/16' thick OSB with fasteners through panel rib. Li Installation Instructions Approved for use in HVHZ: No F1 14645 R3 11 EvaluatignReportC2182 4.9d Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL'4645 R3 AF EvgluaUgnReOortC?I82 4,odf and 172:5 psf at fastener spacing of 6" o.c Created by Independent Third Party: Yes 14645.5 Rib Nom. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No R 14645 R3 11 EvaluglignRepo C2182 5odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingarn PE 622.40 Impact Resistant- N/A Created by Independent Third Party: Yes Design Pressurei +N/Al-120 Evaluation Reports Other: Uplift load of 30 pSf at fastener spacing of 36' o.c. FL14645 R3 6E EvalWaMongeportC2182 S.gdf and 120 psf at fastener spacing of 6' o.c. Created by Independent Third Party: Yes 14645.6 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15/32' thick plywood deck or 7/16' thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ; Yes F1.14645 R3 11 EvaltiationReportC2182 6.12d Verified By: Bala Sockalingam PE 6224U Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure; +N/Al-97.05 Evaluation Reports Other: Uplift load of 41.6 psf at dip spacing of 36" o.c., Fl 14645 R3 AE EvalugtjorilleportC2182 6.pgf 71.0 psf at dip spacing of 12" o.� and 97.1 psf at clip Created by Independent Third Party: Yes soacina of 12' o.c. with sidelap adhesive. https://www.floridabuilding.orglprlpr�_app_Atl.aspx?param=wOEVXQwtDqsw8ZVNfe8A... 1/12/2018 I 'Florida Building Code Onlim, Page 3 of 4 1464S.7 minum Vertical Seam Nam. 0.032" thick, 16" wide, aluminum standing searn roof panel over min. 19132" thick plywood deck Limits Of USa Approved for use in HVHZ: No Installation Instructions FL14645 R3 11 EvaluationRaportC2182 7.2d Approved for use outside HVHZ: Yes Verified BY: Bala Sockalingarn PE 62240 Impact Resistant., N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-162.0 Evaluation Reports Other: Uplift load of 41;6 psf at clip spacing of 36" o.c., FL14645 R3 AE Evaluation2goortC7182 7.RdF 100.2 psf at dip spacing of 12- o.c. and 162.0 psf at dip Created by Independent Third Party; Yes spacing of 12" o.c. with Support Strap. 1464S.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32- thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 14645 R3 11 EvaluatlanRevortC2 82 8.00 Approved for use outside HVHZ! Yes Venfled BY: Bala Sockalingam PF 62240 impact Resistant. NIA Created by Independent Third Party: Yes Design Pressure: +NIAI-91 Evaluation Reports Other: Uplift load of 41.5 psf at fastenerspacing of 48' O.C. EL14645 P.3 AE EvatuatignReportC2182 B.Odf and 91 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.9 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 1 19132" thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ; No FL14645 R3 if EvaluptionReportC7182 2.pd Approved for use outside HVHZ: Yes Verified By: Bala Sockatingam PE 62Z40 Impact Resistant: NIA Created by Independent Third Party: Yes Design Pje,ssure: +N/A/-133.9 Evaluation Reports Other; Uplift load of 74.8 psf at fastener spacing of 36" F1 14645 R3 AE Evalua!jgnReportC2182 9.2Ilf o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf Created by Independent Third Party: Yes at fastener spacing of 18" a.c. 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 1 7/16" thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZi No FL14645 R3 11 EvaTUatjgnReoortC2I82 10jA Approved for use outside HVHZ: Yes Verified By: Bala Sockallngam,PE 6ZZ4U Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure! +N/A/-135.0 Evaluation Reports Other: Uplift load of 45 psF at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReportC2182 10-pdf and 135 psf at fastener spacing of 6" o.c% Created by Independent Third Party: Yes 14645.11 Classic Rib Min. 29 go., 36' wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 11 EvaluationReportC 187. ll.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PF 6224U Impact Resistant: NJA Created by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24� o.c. FU4645 R3 AE EvaluationReportC2182 11.Ddf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.12 Min. 26 ga., 16" wide concealed fastened roof panel over min. IS/32" thick plywood deck or 7/16" thTck OSB. Limits of -Use Installation instructions Approved for use in HvHZ: No FL14645 R3 II EvaluallonReportC 182 12.vdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant; N/A Created by Independent Third Party; Yes Design Pressure: +N/Af-86.55 Evaluation Reports Other: Uplift load of 20.8 psf at fastener spacing of 24" F1 14645 R3 AE EvalugtionReportC2182 17.pdf o.c., 63.5 psf at fastener spacing of 6" o.� and 86.55 psf at Created by Independent Thlrd Party: Yes fastener spacing of 6" o.c. with sidelap adhesive. 14645.13 PBR-Panel or R-Panel Min. 26 ga., 36' wide through fastened roof panel over min. 1 15/32" thick plywood tied<. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14- - R3 I EvaluationReportC2182 13.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48' o.c. F-1.14645 R.3 6E EvoluationRepo 2182 13.pdf and 131.0 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.14 Pro -Panel 11 Min. 29 ga., 36' wide through fastened roof p 15132" thick plywood deck. i I https://www.floridabuilding-orglprlpii-_app__4ti.aspx?pararn=wGEVXQwtDqsW8zVNfe8A... 1/12/1018 Fl6rida Building Code Onlini, - Page 4 of 4 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Presaaare: +N/A/-71.5 Other: Uplift load of 41.6 psf at fastener spacing of 24' o.c. and 71.5 psF at fastener spadng of 12" o.c. Installation instructions E=jjfij5. R3 I �Eva U lonliteportC21§2 14.pdf Verified BY: Bala Sockalingann PE 62240 Created by Independent Third Party: Yes F--1 FM�iq Qrhart Us:: �Qn BlalrStoneRgad.Tallahosdat"23"Phone' SR�187-282 The Slamof Morldah, an AVlM0empTou.QrLydaht2M7-202 scam of Mrida. ArcmSJJNriWSmW"crt;; Renard Srabemnn nderM Me law, emu ackirmes ampbhcrhaama� Ifyau do natowntmare-rawn addrearynileaced in reepapsato a puly �mcar!S Mond. do notsend -Plecuarth, chen]c mil 0 bible crazy. ImMud, comm, ine office by ph... or by,bradliforal ms. U yea hanne any parbom, plenme mn.d 850.Q7.L395. on 45S.275(i), FTorda Matters, � OcIvaer 1, 2012, licanewaa named under �plxur 455. F.S. mp� pmAde the Deparinnent own an ennall addraSS if y have one. 'rbe enwilb; pwided my le med far official cammalcabon whirl the fihx� Momyer emil addresses am public mcom. If you do nat �ahh to .—H... � I.. To d�wwrnm if �u am . licensee under product Approwl Acceplau M.0 ON 9R ER M Credit Card Safe https:llwww.floridabuild-ing*orglprlpi�_app--dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A... 1/12/2018 EVALUATION REPORT OF M,ETAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRE%IP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 311 Street� Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingarn, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) %001111111111110 Installation Details (1 Page) %% sOGKAQ1v I., Load Span Table (1 Page) No 62240 4Q ,01 STATE OF UJZ Report No. C2182-4 0% XN -'N Date: 0.9.17 4,�- Q), Pl- % %%% Fl, 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 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). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. '/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5. 1. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: 99-16 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" and installed as per Metal Sales current installation procedure. At panel ends @ 611 o.c. across panel width At intermediate @ 1211 o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 'Uplift Resistance of Roof Assemblies' & UL1897-04 'Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be for fire ratings of this product. Supporting Documents: —�580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-O 17-02-0 1, Reporting Date 9/20/13 FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials PANEL OVERLAP CRIMP SEE DETAlL 1 FASTENER AT PANEL FLAT DETAIL 2 REQUIRED FOR PANEL 7� jr ENDS ONLY. � At op #9-16 OR #10-14 WOODSCREWS WITH SU SEALING WASHER AT MAXIMUM SPACING OF 36" D.C. MINIMUM ATTACHMENT: 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR 18 , 2' LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED 0 6* O.C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X WOOD RAFTER/JOIST/ TRUSS TT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION 5V MP MI�CRI 26 GA. PANEL FASTENER PER UPLIFT LOAD TABLE GFNERAI NOTES: E WITH THE 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANC FLORIDA BUILDING CODE FRC). 2. ROOF PANELS SHALL BE %IN. 26 GA, (I � 0.019). EFFECTIVE COVERING 4DERLAYMIENT DETAIL 1 CSB 7/16' THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL - 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS ON THIS DRAWING. y SPECIFIED 7141S 4. REQUIRED DESIGN WIND LOADS SHALL 13E DETERMINED FOR EACH PROJECT PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 16 OR J10-14 WOODSCREWS WN SELF SEALING WASHER AT ARE GREATER 114AN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING, 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THI& DRAWING & THE FLORIDA THE MINIMUM MAXIMUM SPACING OF 36" D.C. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL B. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 5V-CRIMP F MIN 26 GA- REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. \-OSB 7/16" THICK (MIN.) OR DETAIL 2 PLYWOOD 15/32" THICK (MIN.) METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (Psf) Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 9 120.0 �9CFP 42'� 15 72.0 18 60.0 21 51.4 24 45.0 27 40.0 30 36.0 33 32.7 36 30.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current iastallation procedure. 3. Three or more spans condition. CKAZ' %% No 62240 :rc 53, 0* STATE OF 0 V N 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 9184925992 Bala Sockaling-am, Ph.D., P.E. FL 62240