The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL�= 2123/201.8 Florida Building Code Online sI ao)i lO/'1 'FAlonc� :�3 Product Approval 't� USER: Public User yv �, /�O (/�oO/ ry i (p SCANNED r BY s;a I �ro4uct Aooroval Menu > PmEuct Aoolia[ion Search > Aooliotion Lis t> Application Detail St. Lucie County ar —� FL# FL16048-R6 Application Type Revision Code Version 2017 Application Status Approved REVIEWED FOR CODE COMPLIANCE Comments Archived �+T Q S . LUCIE COUNTY BOCC Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 s' Rutherford, NJ 0707D _- - (800)516-1485 david.miz@tribuiltmg.com Authorized Signature David Ruiz david.miz@tribuiltmg.com FILE COPS Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 ' david.miz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments 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 Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE ' r Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By [iiL•i73=aI�it{i5.►Iri�ifHIPI uCa'Hr2:TiR.S.I� Standard ASTM D1970 ASTM G155 FM 4474 FRSA/fRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https:lMww.floridabuilding.org/pr/pr app_00.aspx?param--vGEVXQwtDgtFPmdYiNDVVWpmtAnR8jvgFYHTk4FLCxogVtRhfvMw%3dp/P3d 1/2 2/23/2018 Florida Building Code Online h Sections from the Cos _ Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 Summa -,'of,Products77 .Model, Numbertur Name "°., _. Description 16048.1 TRI-BUILT Roof Underiayments 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.odf 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 of Evaluation Reports foam -on the systems overtop the self -adhering underiayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.odf 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes .t Contact Us -: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850-487-1824 The State of Florida Is an AvEEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessiblllty Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Ilcensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under chapter 455, F.S., please dick hJui, Product Approval Accepts: ®�®a= 0 -e e securitynlerRlcs• https:/Mwv.floddabuilding.org/prlpr app dU.aspx?pamm=wGEVXQwtDgtFPmdYNDWrwipmtAnRBjvgFYHTk4FLCxcgVtRhfvMw%3de/43d 2/2 - w Bas Home Log In user Registmtlon Hot Topla Submit surchame Statsa Fags Publiratbns FBCStad BCls site Map Links I Search Honda ° l Product Approval .a.. ,%��//- 7p y/ r�/1/ r: a PMe.: Public User PLr-P—m � I l / D / � ✓ O� � SCANNED BY Produd Aoomval Menu > Produd or Aooliatlon Search > Aoolimtlon Lis[ > Appllonan tlet ul St. Lucie County MAO FL # FL20484-RI Application, Type Revision Code Version 2017 REVIEWED FOR Application Status Approved CODE COMPLIANCE Comments ST. LUCIE COUNTY Archived 0 BOCC 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext 256 jstleby@unioncomugating.com John Stieby jstieby@unioncormgating.com Roofing Metal Roofing COP7 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavl, P.E. IvJ Validation Checklist - Hardcopy Received FL20484 RI COI Certificatelndeoendence.odf Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2003 2012 2006 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/23/2017 08/28/2017 09/01/2017 12/12/2017 FL # Model, Number or Name Description 20484.1 5V Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II EvaluationReoortC2175 1.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-169 Evaluation Reports Other: Uplift load of 71.0 psF"@ fastener spacing of 24" o.c. & 169.0 psf @ fastener spacing of 6" o.c. FL20484 RI AE EvaluationRenortC2175 1.odf Created by Independent Third Party: Yes 20484.2 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick OSB & 15/32" & thick plywood Li fnits of Use Installation Instructions apProved for use in HVHZ: No FL20484 113 11 Evalua[fonReoortC2175 2.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Evaluation Reports Other: Maximum uplift load of 116.0 psf @ seam fastener FL20484 R1 AE EvaivationReoortC2175 2.odf spacing of 4-518" o.c. along seam Into min. 15/32" thick APA Created by Independent Third Party: Yes rated plywood with retainer strap. 20484.3 Aluminum Advantage-Lok II Max 16.375" wide, nom 0.032" thick (min.) aluminum concealed fastener 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 FL20484 R1 II EvaluationReoortC2175 3 odf Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. FL20484 R3 AE EvaluatlonReoortC2175 3.odf and 86.0 psf at fastener spacing of 4.63" o.c. in 15/32" Created by Independent Third Party: Yes plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener spacing of 4.63" o.c. with structural sealant in 15/32" plywood. 20484.4 Aluminum SL1SO Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock standing seam metal panel over min 15/32" thick plywood deck or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 113 II EvaluationReportC2175 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86 Evaluation Reports Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and 78.5 psf at dip spacing of 6" o.c. in 15132" plywood or 7/16" FL20484 R1 AE EvaluatlonReo0rtC2175 4.odf Created by Independent Third Party: Yes OSB. Uplift load of 86.0 psf at clip spacing of 6" o.c. with structural sealant in 15/32" plywood. 20484.5 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI it EValuationReoortC2175 5.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 6224D Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & 124.0 psf @ fastener spacing of 6" o.c. FL20484 Rl AE EvaluationReoortC2175 5.odf Created by Independent Third Party: Yes 20484.6 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL20484 RS II EValuatlonReoortC2175FL20484 II 6pddf Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-88.5 Evaluation Reports Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 RS AE EvaluationReoortC2175 6.odf of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes 20484.7 MLS50 Max 16.5" wide, min 24 ga. steel standing seam panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RS IT EvaluationReoortC175 7.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 -Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 - Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R1 AE EvaluationReoortC2175 7.odf o.c. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Third Party: Yes 20484.8 PER or R Panel Min 26 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL20484 Rl II EvaluationReDortC2175 S.odf Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL20484 Rl AE EvaluationReoortC2175 S.Ddf and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.9 SL175 Max 18" wide, min 24 ga., snap -lock standing seam metal panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL20484 R3 II EvaluationiteoortU175 9.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 39.8 psf @ dip spacing of 36" o.c. and 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 FL20484 R1 AE EvaluationReportC2175 9.Ddf Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. anck Nett Contact Us :: 2601 alalr Stone Road, Tallahassee FL 32399 Phone: 850-487-3824 The State of Florida is an AAfEED employer. [ooyriaht 2007-2013 State of Rod& :: N"cv Statement :: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic one. The emails provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a persona address, please provide the Department with an email address which on be made available to the public To determine if you are a licensee under chapter 455, F.S., please dick here . Product Approval Accepts: KQ M Credit Card j Safe i EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA.PRODUCT APPROVAL FL 20484.1-R1 ROOFING METAL ROOFING Prepared For: Union Corrugating Company 701 S. King, St. -Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: _ (910) 483-1091 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: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2175-1 Date: 8.23.2017 PG�pA-I N GqM �#.. `y0NS 10 �i,••v g22 • d =Q• o :W= =m' w= B,23.2c%-I FL 20484.1-RI C2175-1 8.23.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick APA rated plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf @ fastener spacing of 6" o.c. Panel Attachment: #10-15 x 2" long wood screw with washer At interior @ max 12" o.c. across panel width through panel rib At panel ends @ max 6" o.c. across panel width through panel flat and rib 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 computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is FL 20484.1-R1 C2175-1 8.23.2017 Page 3 of 3 not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product 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 directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16 PANEL OVERUP NEW UNDERUmEAT ROOF PANEL SEE DETAIL 2 _ SEE DETAIL ) � 52 • � .. PANEL FASTENER SPACING PER ALLOWABIE UPUIT LOAD TABLE R \ i \ E%ISTNG UNOERUmEM EY RNG SLIINGISS (OPTIONAL) (G ROW DECK ATTAGMENf AND Sm3Y�' THICK (WIN.) SUPPORTS MUST BE DESIGNED AND INSTALLED BY OTHERS MUSS AT NA%.24' TYPICAL PANEL INSTALLATION X-SECTION 010-15x 2' LONG w SCREW WITH WASHER NEW UNDERUUENT 1 �% 4 I -MIN 26 C4 PANEL DUSFING SIINGLES (OPIIONPLJ DOSTNG UNOERUmEM PLTN000 (OPTIONAL) I5/M- MICR (MI DETAIL 1 10-15 X YNG LONG WOOD WWASHER NG NEW UNOERLAmEM , f-MIN 26 GA PANES 2. 3. 4. B. 6. 8 d � � �A3 ELF WS BEEN OEBIGNEO IN ACCORDANCE WITH ME ism .g C IINIMUM 26 GA EFFECTIVE COVERING WIDTH OF 3 _A - BE INSTALLED OVER SHEATHING & STRUMRE AS IMS SHALL BE DETERMINED FOR EACH PROTECT. LOT BE INSGLLEO WHEN ME REQUIRED DESIGN THAN ME ALLOWABLE WIND LOAD TABLE IN ACCORDANCE WIM THIS DRAWING & ME FLORIDA UNION CORRUGATING COMPANY F 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Load (psfl Coverage width: 24" Panel Fasteners #10-15 hex head screws with sealed washer Panel fasteners spaced at 12" o.c. across panel width through ribs. 6 169.0 8 158.1 ----- _ _ 10 _ 147.2 _ 12 _ 136.3 121.7 14 16 106.5 18 94.7 20 85.2 77.5 22 24 71.0 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 20484.1 and Union current installation procedure. 1216 N Lansing Ave., Suite C + �"1 t°' Bala Sockalingam, Ph.D., P.E. Tulsa, Ok 74106 FL 62240 918 492 5992 S • 2 3 . '2 a 11