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Home My WebLink AboutPRODUCT APPROVAL'SSWANN s . • '-rtion BCIS Home I Log In I User Regi3tratlon , Hot To01es I Submit Surcharge tr & Fats Publications It FBC Staff BCIS Site Map -Link, Y'Search Floridapd1 r r�4 e ° Product Approval USER: Public User 1^ re 1 Product Approval EM> Product _or Application Se -arch > Application List > Application Detail O li LUCiuu COUNTY 7 Tn il FL # JUVffMWED FOR COMP Application Type FL16048-R6 Revision RE B Code Version 2017 jy ji`�TE1 Application Status Approved PLANS AND PERMIT MI QPw 1\10 INSPECTION W& Comments Archived 0 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the. EvaluationReport 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 https://www.floridabuildiiig.org/car/pr_ap Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiItmg.com David Ruiz david.rulz@tribuiltmg.com All MPT ON JOB By. 4% �P.e THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO CQh�P�,�' lb'ITt'i A�t>� l Pft-iv 9I<= 00AR WI David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgrou�.comFAST� L � p ,q/�u 1Iq llFF�ai1ll��fitt�� N 14_Caf�S OR fl FTi�CHMEll I t� ARE THE RESPONSIBILITY OF THE Roofing, CONTRACTOR OF RECORD Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI Nieminen odf Standard Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL1897 2012 Florida Building Code Onliirr - Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6 Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop, the self -adhering FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048 R6 Ddf 5.6.4 for details. 2.) Refer to ER Section 5 for other Umits of 'Created by Independent Third Party: Yes Use. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an WEED employes-CMyriaht 2007-2013 Elate of Florida :: Privacy Statement :: Accessiblity Scat m nt :: Refund Statement Under Florida law, email addresses are public records -If youdo not want your e-mail address released in response to a Public -records request, do not send electronic mall to this entity. Instead, contact theoffice by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(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 an be made available to -the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts- ®.® Fg NN aCMc. Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl,aspx?param=wGEVXQwtDgtFPmdYiND:.. 1/12/2018 (.TRINITY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-116 FL16048-R6 .Date of Issuance:.10/25/2012 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 (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the"named product(s) changes, the referenced Quality Assurance documentation changes, or provisions ofthe'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. Trinity) 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 "Trinity 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. 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 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearingsvas authorized by Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD 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. Trinity I ERD 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 TrinitylERD 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. 11 l TRINITY I ERA ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6`h 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 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1,1S07.2.9.2 1507.3.3 3. REFERENCES: Entity ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality, Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970 FRSA/TRl April 2012 (04-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 S43530.02.14-1-R1 S43530.05.14 540540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 2015 2012 Date 02/19/2613 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp. 07/18/2020 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 ASTM D1970. 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 TrinityERD 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, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorizotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 �J\ TRINITY ' ER® 5.6.3 Bond to Mechanically Attached Base Laver: 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 II 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/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following. wind uplift limitations apply to 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 15049 has already been applied)'. Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Desien Pressure= -45 0 psf 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: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Desien Pressure =-67 5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Desien Pressure= -150 0 psf: Deck: Min. 15/327inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be 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 Desien Pressure:; -60.0 nsf: Deck: Min'. 19/32-inch 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-inch 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, I.I.C. Evaluation Report A42960.10.12-R6 Certificate ofAuthorizotlon #9303 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments; (800):516-1485 Revision 6: 09/25/2017 Page 4 of 6 TRINITY J ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations'set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 Per FRSA/TRI April 2012 (04 12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope'limitations can only be exceeded by using battens during loading of the .roof tiles. TABLE'2: TILE SLIPPAGE LIMITATIONS FOR DIRECT: DECK:TILE'INSTALLATIONS. Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10:tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted', followed by 8 tiles high 6:12 on slope, as shown below) � Tri-Built 5/A HT TU Underlayment Lugged ev Exterior Research and Design, I.I.C. Evaluation. Report A42960.10.12-R6 Certificate cfAuthorization #% 503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;'(800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 �l TRINITY I ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, 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 Tri-Built Sand-R SA Shingle Underlavment Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment: 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 -Tile aDplications: While priming is optional, TRI-BUILT Materials Group, LLC 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 ft of membrane and peel back the first 3 ft 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, LLC recommends back -nailing in the overlap area at the top 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 Underladment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For 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 (04-12). 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. S. MANUFACTURING 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-R6 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 Florida Building Code Online I z Page 1 of 4 SUAN .,U Yi Business _ ProfessionalLucie CM0 Re ulation �'..In1_ BCIS Home { Login i User Registration Hot Topic i Submit Surcharge Stats Fa Facts PublicationsFBC Staff BOS Site Map j links Search } are Product Approval_ r� USER: Public User „ 6C.5 ST. LLTC� ' 01117; °% RT,' Product Approval Menu > product or Apolicaton Search > Application List > Application DetailF�%N177O�'1%i�iP Tr La �. �' FL # FL14645-R3 'tea' r — I Applkotion Type Revision DATE " " ` Code version 2017 PLANS AND I'ER11[11' MUS ' BE lal"T ON JOB Application Status Approved OP. NO INSPECTION NYIm- BE AUDE, Comments Archived I THESE PLANS AND ALL PROPOSED WORK Product Manufacturer Metal Sales Manufacturing Cor poratio I ��- SUBJECT TO ANY CUAReCT1CNS Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 REQUIRED BY FIELD INSPLC TORS THAT 855-4300 dstermer@metalsales.us.co dsterm ,z MAY BE NECESSARY IN ORDER TO C041PL,Y WITH ALL APPL ICASO Authorized Signature David Stermer dstermer@metaisales.us.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method ��Ivi�r>��LU I�/�a I r�i��i�� Uti rl,l I�ui ��riKiy I APIE TN,, PESPONSUL I`Y OF T HIF WNTPLAICT011 OF RECORD Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the 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. u Validation Checklist - Hardcopy Received r0- 0 Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending.FBC Approval 09/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 14645.1 1 2.5" Corrugated Limits of Use Approved for use in HVHZ: No Approved for.use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. and'86.0 osfat fastener spacing of 12" o.c. Min. 26 ga., 21.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck. Installation Instructions FL14645 R3 II EvaluationReportQ182 I.pdf Verified By: Bala-Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports F1,14645 R3 AE EvaluationReDOrtC2182 1.0df Created by Independent Third Party: Yes 14645.2 .5V-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 FL34645 R3 II EvaluationReoortC2182 2.odf Approved for use in HVHZ: No 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/-149.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvaluationReportC218z 2.odf 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. 5V-Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Other. Uplift load of 41.6 psf at fastener spacing of 36" o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf at fastener spacing of 8 o.c. Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. installation Instructions F1 14645 R3 II EvaluationReoortC2182 3.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE E aluaUQnReoortC2182 3.DdF Created by Independent Third Party: Yes 14645.4 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32" thick plywooddeck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions FL14645 R3 II EvaluationReoortC2182 4.od f Approved for use.in HVHZ: No. 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/ 472.5 Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. Evaluation Reports 4 Ddf Ev anon and 172.5 psf at fastener spacing of 6" o.c. a Third Party:Yes Created by Independent Y 14645.5 Aluminum Classic 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" O.C. and 120 psf at fastener spacing of 6" o.c. Installation Instructions FI-14645 R3 II EValuabonRenortC2182 S odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL34645 R3 AE EvoluationReportC2182 5.odf Created by Independent Third Party: Yes 14645.6 Aluminum Vertical Seam. �panel 032" thick, 16" wide, aluminum standing seam roof er min. 15/32" thick plywood deck or 7/16" thick Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.05' Other: Uplift load rof41.6 psf at clip spacing of 36" o.c., 71.0 psf at dip spacing of 12" o.c. and 97A psf at clip spacing of 12" o.c. with sidelap adhesive. Installation Instructions FL14645 R3 II EvaluationReyortC2182 6 odf Verified By: Baia Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReportC2182 6 pdf Created by Independent Third Party: Yes https://www.floridabuUding.orglprlpr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online Page 3 of 4 14645.7 1 Aluminum Vertical Seam Limits of Use Approved for use in HVHZ: No Approved for --use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/7162.0 Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 psf at spacing.of 12" o.c. and 162.0 psf at clip spacing of 12" o.c. with support strap. 14645.8 1 Classic.Rib Limits of Use Approved for use in HVHZ: No Approved for. use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other:Uplift load of 41.5 psf at fastener spacing of 48" o.c. and 91 psf at fastener spacing of 6" o.c. 14645.9 1 Classic Rib Limitsof Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes. Impact Resistant. N/A Design Pressure: +N/A/-133.9 Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c., 92.3 psf'at fastener spacing of 24" o.c. and 133.9 psf at fastener spacing of 18" o.c. 14645.10 I Classic Rib Limits of Use Approved for use in HVHZ: No Approved for use.outside HVHZ, Yes Impact Resistant: N/A, Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" O.C. and 135 psf at fastener spacing of 6" o.c. 14645.11 1 Classic Rib NOm. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19/32" thick plywood deck Installation Instructions F 14645 R3 II EVa1u.tionReoortC2182 7.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EValuationReoortC2182 7 odf Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 Other: Uplift load of 63.4 psf at fastener spacing of 24" O.C. and 138.5 psf at fastener spacing of 12" O.C. 14645.12 1 Image II Limits of. Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes ImpaoResistant: N/A Design Pressure: +N/A/-86.55 other: Uplift load of 20.8 psf at fastener spacing of 24" o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at fastener spacing of 6" o.c. with sidelap adhesive. 14645.13 1 PBR-Panel or R-Panel installation Instructions FL14645 R3 II EvaluationReoortC2182 8.12df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 B.odf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through -fastened roof panel over min. 19/32" thick plywood deck. Installation Instructions FL14645 'R3 II EvaluationReoortC2182 9.odf Verified By: Bala Sockaiingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 9-oaf Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Installation Instructions FL14645 k3 II EvatuationReoortC2182 10.odf Verified_ By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 10.adf Created by Independent Third- Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant., N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. and 131.0 psf at fastener spacing of 6" o.c. Min. 29.ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions FL14645 R3 II Eva luatiohReoortC2182 11.12df Verified By: Baia Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports F1,14645 R3 AE Eva luationReoortC2182 11.0df Created by Independent Third Party: Yes Min. 26; ga., 16" -wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Installation Instructions FL14645 R3'II EvaluationReoortC2182 12.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 12 ndf Created by Independent Third Party: Yes Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation instructions FL14645 R3 II EvaluattonReportC2182 13.adf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE Ev9luationReoortC2162 13.ndf Created by Independent Third Party: Yes 14645.14 Pro -Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGrEVXQwtDgsw8ZVNfe8A... 1/12/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other. Uplift load of 41.6 psf at fastener spacing of 24" D.C. and 71.5 psf at fastener spacing of 12" o.c. Installation Instructions' FL14645 R3 Il EvaluationggoortC2182 14.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports Back Next Contact Us :: 2601 Stair Stone Road.TallahaR ie r2 22399 Phone: 850-487-1824 Yes The State of Florida is an AA/EEO employer. 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Product Approval Accepts: ®®®-- Credit• Safe S�CUI"i C1,'Ai )m`rR t CS ,hqs://www.floridabuilding.org/pr/pr_app 1 /12/2018 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP 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 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 8554300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) �j%J111111111, Installation Details (1 Page) °',� SOCKq��1odA�s Load Span Table (1 Page) oae�P�P�,G E N SF.�'y,�mas No 62240 d o-Q :Lc m� STATE OF ' 11Je Report No. C2182-4 O• ,� P =�e � N� Date: 9:9A7 <,�FS . C.p R I� �IGOG 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. W 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: #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" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" 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 listedherein shall not be exceeded. The design pressure for reduced fastener spacing may be c-,ctory or ASTM E108/UL790 report fre?r-an accredited laboratory tre ratings of this product. Supporting Documents: UL580 & 1897 Test Reports. PRI Construction Materials Technologies MSMC-017-02-01, 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 POT Oijxel�s - 5V-CRIMP FASTENER AT PANEL FIAT SEE DETAIL 2 SEE DETAIL 1 REQUIRED FOR PANEL ENDS ONLY. 7 PAS NEL FASTENJUPLIFT MINIMUM ATTACHMENT: LOAD TABLE 8d 'x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR,#8 x 2" LONG 'WOOD SCREWS z AS. PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X_ WOOD RAFTER/JOIST/ a o TRUSS -AT MAX. 24" O.C. 0 N TYPICAL PANEL INSTALLATION X-SECTION Z WN Dclil vp Np, T #9-16 OR Y10,-14 WOODSCREWS. w WITH SELF SEALING WASHER',AT MAXIMUM SPACING OF 36"O.C. Jro N J 75 N �o 5V-CRIMP MIN 26. GA.to LL� w a w GENERAL NOTES; 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED 1N ACCORDANCE WITH THE m _ 3 FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS. SHALL BE MIN. 26 GA: (L 0.0191. EFFECTIVE COVERING (L m iz a� UNDERLAYMENT I DETAIL q OSB 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 ". SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINER FOR EACH PROJECT. THIS v� adq PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS -N m 9-16 OR $10-t4 WOODSCREWS WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON_"THIS DRAWING. 5, ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING Se FLORIDA U MAXIMUM SPACING OF 36" O.C. BUILDING',CODE, IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 6 RUMUST BE D AREED TO WITHSTAND WIND LOADSS 5V-CRIMP APPLICATON ANES THERS. REQUIREDRAFTERS/JFOR-EACH HE RESPONSIBILITY OF OTHERS. 'MIN '26 GA. UNDERLAYMENT J OSD 7/16" THICK (MIN.) OR DETAIL 2 PLYWOOD 15/32 THICK (MIN'.) OF I MET AL. SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing Allowable Uplift along panel length Load (in) (psf) Coverage width: 24" 6 172.5 9 120.0 Panel Fasteners 15 72.0 #9-16 or #10-14 hex head 18 60.0 _ wood screws with sealed 21 51.4 washer 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 installation procedure. 3. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 `%%%%%osSOCK,44 C N'E r o,,® �i�•' �-� SF' :9� �. • No 62240 cc o • "' m s � • � A s b m a STATE OF :'fie o� oe°A�'Sr •0 R IC? % a .'R GI Bala Sockalingam, Ph.D., P.E. FL 62240