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HomeMy WebLinkAboutPRODUCT APPROVAL2/23/2018 ,N Florida Building Code Online 80S Home I Log In 1 User R,atraUon 1 Hot Tapia I Submit Surcharge I slats&Facts I Publl.Uons Honda SCANNED I;^ Icy) Product Approval BY C 'r USER: Public User �-1 #: Lucie county /,4'06 13 I Pm uct Approval Menu> Produp or Aoollcabon Search > Aopintion List > Application nela0 C Ontract copyFlevlieweo ®s pp�� ODE COmp,'lAt4 ;E C ^Ou�L Sr. LV BE Yx FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16048-R6 Revision 2017 Approved Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 david.miz@tribuiltmg.com David Ruiz david.miz@tribuiltmg.com FBC SIaH I BaS Site Map i Unks I Search David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.miz@tribuiltmateriaisgroup.com :Ro0nhg Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-S9166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https:lAvww.floddabuilding.org/pr/pr app d0.aspx7param=wGEVXQwtDgtFPmdYNDWrwipmtAnRBjv9FYHTk4FLCxcgVtRhfvMw°%3d%3d 1/2 2/23/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 FL'.# - Flodel Number or Name ° Descript%n _- ---- :;.„`®. 160481 TRI-BUILT Roof Undedayments Self -adhering, modified bitumen roof underiayments Limits of Use -, Installation Instructions Approved fdr..use. in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.odf ImpactRedifitariti 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 tile systems overtop the self -adhering underlayment 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 a ez Contact Us :: 2601 Blair Stone Road, Tallahassee B, 32399 Phone: 850487-1824 The State of Florida is an ANEW employer. Coovricht 2oo7-2o13 state of Florida.:: Privacy statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact Ue 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, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The email. 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 here . Product Approval Accepts: © _ N -Credit Card fi ait° ' Site https:lhw .floddabuilding.org/pr/pr app_rid.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnRBjv9FiYHTk4FLCxogVtRhfvMwak3d%3d 212 � r _ Nall,- BaS Home I LN in User ReglstraUoa Hot Topics Submit Surcharge j Stats&Facts ( Publications FBC Stan BCIS Site Map Unks Search Ronda � ll Product Approval SCANNED USER: Public User BY t` ,pr St. Lucie County Product Aoomval Menv> Product or aooliation Search> Aoolicatlon Usf > Application Detail ' - FL # FL20484-R1 - Application Type Revision Code Version 2017 -� ®� Application Status Approved Comments J`� Archived ['] 0 0J Product Manufacturer UNION CORRUGATING COMPANY�OV� ('j(�jCj G'L04 Address/Phone/Email 701 S. KING ST.FAYETTEVIL NC 28301 d •�� 10 `a (910) 483-0479 Ext 256 �� Go�Go'� jstleby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncomugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ 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 09/07/2027 Validated By Yoosef Lavi, P.E. Z Validation Checklist- Hardcopy Received Certificate of Independence FL20484 RI COI Certificateindeoendence.odf Referenced Standard and Year (of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/23/2017 08/28/2017 09/O1/2017 12/12/2017 FL * Mod 1, Nu or 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.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/-169 Evaluation Reports Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c. & 169.0psf'@ fastener spacing of 6" o.c. FL20484 RI AE EvaluationReDOrtC2175 1.Ddf Created by Independent Third Party: Yes 20484.2 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick `-' OSS & 15/32" & thick plywood Limits of Use Approved for use in HVHZ: No Installation Instructions FL20484 R1 If EvaluationReoortC2175 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 EvaluationReDortC2175 2.odf spacing of 4-5/8" 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 FL20484 R1 11 EvaluationReportC2175 3.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/-93.5 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. FL20484 R1 AE EvaluationReoortC2175 3.ndf and 86.0 psf at fastener spacing of 4.63" o.c. in 15132" 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 SU50 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 Approved for use outside HVHZ: Yes FL20484 RI 11 EvaluatiODReDortC2175 4.odf 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 FL20484 R1 AE EvaluationReoortC2175 4.odf 78.5 psf at clip spacing of 6" o.c. in 15/32" plywood or 7/16" 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 Rl IT EvaluationikeoortC2175 5 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/-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 RI 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 FL20484 R1 11 EvaluationReoortC2175 6.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/-88.5 Evaluation Reports Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 RS AE EvaluatlonReoortC2175 6.odf of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes 20484.7 ML150 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 EvaluationReo0rtC2175 7.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/-124 Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 Rl AE EvaluationReoortC2175 7.odf o.c. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Third Party: Yes 20464.8 PBR 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 FL20484 RS II Evaluati0nReoortC2175 8.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/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL20484 R1 AE EvaluationReoortC2175 8.odf and 161.5 psf at fastener spacing of 6" c.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 R1 II EvaluationReoortC2175 9.0f 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 @ clip spacing of36" o.c. and FL20484 R3 AE EvaluationReooltC2175 9.odf 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an AVEEO employer. Com rlaht 2007-2013 State of Florda.:: Pdwcv Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the oKce by phone or by tr ditional mail. If you have any questions, please contact 650.487.1395. 4ursuant to Section 455.275(1), Florida Statutes, effecUve October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® H 0 'a a secur(tp F-TRICS" EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) --FLORIDA -PRODUC-T-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. I.E. #62240 eC Tulsa, Telephone: FAX: 0 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (I Page) YQE vao 6`Z . Report No. C2175-1 Date:8.23.2017 FL 20484.1-R1 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. V 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 PPNEL OVFftl.1P NEW UNDERUYNEM GOOF PANS. _ SEE DETAIL 2 SEE DETAIL 1 PANM FASTENER SPACING PER ALLOWABIE UPNFT LOAD TABTF 4 J E%ISTNG UNDERUWMEM EAISTING SHINGLES (OPRONAL) (OPDONAL) DECK ATTXHUEER AND SUPPORTS MUST BE 15%302O (HICK (NN.) DESIGNED AND INSTAUEU BY DRIERS TRUSS AT MM. 24• O.C. TYPICAL PANEL INSTALLATION X-SECTION PTO-15 X 2" LONG WOW SCREW WITH WISHER NEW UNDERUYMENF , lop\ 2v I —MIN 26 G4 PPNEL EXISTING 911NCIES (OPIDDRk) 8 S 8 PLIVW j THICK (KIN.) p } GI 8 DETAIL 1 1 �'z LENERL MOTES y@^° 1. ARCKGECTURLL ROOF PANEL WAS BEEN DESIGNED IN ACCORDANCE WITH THE S JIG-15 K 2• LONG WOOD SCREW WON WM EA FLORIDA BUILDING CODE (FBO). 2. ROOF PANELS NR BE MINIMUM 26 G& EFFECTIVE COVERING WIDTH OF Ip a PHE = 24: ]. THE ROOF PANELS SHALL BE INSiALLEO OVER SHEATHING & STRUCNRf AS NEW UNDERUWMENT MIN 26 GA PANEL SPECIDED ON THIS DRAWING. 6. RECURRED DESIGN WIND LOADS SHALL BE DERERMINED FOR EACH PROJECT. 9S 9 THIS PANEL SYSTEM MAT NOT BE INUT ED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE nL.OWABIE WIND LOAD TABLE. _ 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM EXONG SHINGLES REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHAL. CONTROL (GROW) 6. RAFTERS/JOISRrIRUSSES MUST BE DESIGNED TD WITHSTAND WJ.IND LOPD$ AS MnUG UNDERAYYENT� V (O"ONu) DETAIL 2 is//32--DTHICK (WN.) UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Load (psf) 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 1-58.1 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 Tulsa, Ok.74106 918 492 5992 ,,��4oGKpL ... Nc 5* :w= O S O : .• •FLOP\••��`oo f t S10r Pr 3.2c1� Baia SockalinganyPh:D., P.E. FL 62240 u 212312018 Flodda Building Code Online mr Bas Home 8 r Product Approval usEa: w01ic user dbdp Pmduct APPmyaI Menu > Pmduae or AoollcaVon search > AoolicaVon List> Application uetaV BaS Site Map I U.ks I Search SCABN�NED St. Lucie County # - FLR6 pilcatlon Type Revision lip_IIG•( / de Version 2017 plication Status Approved I / oca mments FILE COPY :hived G ®C�/ �ii�/„ 1ef�� duct Manufacturer Tri-Built Matedald- Fm)j (—•'V'EDI]' FO- - dress/Phone/Email PO Box 70 Rutherford, C E COMPLIANCE Ru davld 5Iz@t0udt LUCIE COUNTY david.miz@t tmg BOCC thorized Signature David Ruiz david.ruiz@tribuiltmg.com chnlcal Representative David Ruiz '.dress/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.miz@trj'builtmateriaisgroup.com lality Assurance Representative Idress/Phone/Emall tegory Roofing ibcategory TUnderiaymentsc �mpllance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CJ Evaluation Report - Hardcopy Received trlda Engineer or Architect Name who developed the Robert Nieminen aluation Report xida License PE-59166 rellty Assurance Entity _ UL LLC lality Assurance Contract Expiration Date 07/18/2020 iiidated By John W. Knezevich, PE Wj Validation Checklist - Hardcopy Received �rtificate of Independence :ferenced Standard and Year (of Standard) Iuivalence of Product Standards !rtified By Standard. Year ASTM D1970 2015 ASTM G155 2005 FM 4474 2011 FRSA/FRI April 2012 (04-12) 2012 UL1897 2012 hitps:/Avww.Bofidabuilding.org/pr/pr app dB.aspx?param=wGEVXQwtDgtFPmdYiNDVVtWpmtAnRBjv9FYHTk4FLCxcgVtRhfvMw%3d%3d 1/2 2123/2018 U Florida Building Code Online u Sections from the Code 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 Summarylof:Products i i Model, Number orName - Description 16048.1 TRI-BUILT Roof Undedayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 11 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.odf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design, Pressure: +N/A/-150 Created by Independent Third Party: Yes r:. 1 Othe:)The design pressure noted herein pertains to use of Evaluation Reports foam -.on the systems overtop the selfadhering undedayment FL16048 R6 AE 2017 09 FINAL ER TRI- foi� one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL36048-R6.odF 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EED employer. CoovripM 2007-2013 State of Florida.:: Pdyaw Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. n you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to SecUon 455.275(1), Florida Statutes, effeWve October 1, 2012, licensees licensed under chapter 455, F.S. most provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available th the public. To determine It you are a licensee under Chapter 455, F.S., please dick here . Rroduct Approval Accepts: fj �— W-71 N—a7m'R= Credit Card [ Safe https:lAvww.floddabuilding.org/pdpr_app_dd.aspx7parem=wGlVXOwtDgtFPmdYiNDWrWpmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw°%3d%3d 2/2 LL BCISHome Login j user Registation Hot Toprts i Submit Surcharge Stats&Facts ( Publications FBCSteff BOS Site Map .i Links Search �b'ri r :y"e Product Approval SCANNED n USER: Public User BY p vd Anoroval Menu > Product or Application Search > Application Ust> Application Detail St. Lucie County FL # FL20484-R1 - - - r Application Type Revision Code Version 2017®� Application Status Approved - Comments Archived r7 0610p- 00' Product Manufacturer UNION CORRUGATING COMPANY �� • Yd ` ®Vim Address/Phone/Email 701 S. KING ST. FAYETFEVILLE, NC 28301 (910) 48unionc Ext 256 ing jstieby@unioncorrugating.com ♦ e Authorized Signature John Stieby jstleby@unioncomugating.com Technicai Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory MetaLR._, o`ofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 09/07/2027 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20484 R1 COI CertificateIndeoendence.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 Method 1 Option D Date Submitted - Date Validated Date Pending FBC Approval Date Approved Summary of Products �1 08/23/2017 08/28/2017 09/01/2017 12/12/2017 FL # Model, Num r or Name Description 20484.1. _ 5V _ —_ _ Min26.ga., 24" wide throughfastenedpanel-over-15/32" thick plywood Limits of Use Installation Instructions Approved for us HH : No FL20484 R1 II EvaluationReportC2175 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 R1 AE EvaluationReportC2175 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 Limits of Use Installation Instructions Approved for use in HVHZ: No FQ0484 R1 II EvaluationReportC2175 2.0df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Bala Sockalingam P.E. 62240 Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Evaluation Reports Other: Maximum uplift load of 116.0 psf @ seam fastener FL20484 RI AE EvaluationReoottC2175 2.odf spacing of 4-5/8" 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 15132" 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 EvaluationReportC2175 3.0df 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 RS AE EvaluationReportC2175 3.odf and 86.0 psf at fastener spacing of 4.63" o.c. in 15/32" plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener Created by Independent Third Party: Yes spacing of 4.63" o.c, with structural sealant in 15/32" plywood. 20484.4 Aluminum SL150 Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock standing seam metal panel over min 15/32" thick plywood deck or 7116" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL20484 RI II EvaluationReportC2175 4.0f 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 FL20484 RI AE EvaluationRenortC2175 4.0df 78.5 psf at dip spacing of 6" o.c. in 15/32" plywood or 7/16" 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 EvaluationReportC2175 S.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/-124 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & FL20484 RI AE EvaluationReportC2175 5.odf 124.0 psf @ fastener spacing of 6" o.c. 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 EL20484 RI 11 EvaluationReportC2175 6.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_ : r1.5 Evaluation Rel , Other: Uplift load of 56 psf for Fastening System 1. Uplift load FL20484 RI AE Evalua[ionReoortC2175 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 II EvaluationReoortC2175 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 FL20484 RS II EvaluatlonReoortCZ175 S.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/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL20484 R1 AE EvaluationReportC2175 B.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 RS II EvaluationReDortC2175 9.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Parry: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 39.8 psf @ dip spacing of 36" o.c. and FL20484 R1 AE EvaluationReoortC2175 9.Ddf 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. ConmA Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EED employer. Copyright 2007-2013 State of Flontla.:: Privacv Statement:: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electmnli mall W this entity. Instead, contact the office by phone or by tradluonal 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 win an email address If they have one. The malls providetl may be usetl for official communication with the licensee. However email addresses are public record. If you do not wish to supply a pmsom atltlress, please provide the Department win an email address which ran be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick h rgg. Product Approval Accepts: Credit Card( Safe EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) -FLORIDA -PRODUCT -APPROVAL— — FL 24484.1-R1 ROOFING METAL ROOFING Prepared For: Union Corrugating Company 701 S. King,St. Fayetteville, NC 28301 Telephone: (910) 483-0479 - Fax: '(910) 483-1091 Bala 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 �. vCr- 6 22b0 No F c �� f•• SAKE 23.2c k-1 FL 20484.1-R1 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-RI 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 01ERV NEW UNDERLARIEM ROOF PANEL—\ � SEE DETAIL 2 SEE DE(AIL 1 PANEL FASTENER SPACIND PER 011DWAHLE UPMFT LOW TABLE Q IXIrnNC UNDERHAYMEM MISTING SHWGIII DECK TIACIWEM AND 5%.S-RIILX (YIN) (OPTONAL) (OPRONALJ SUPPO RTS DESIGNED AND INSTALLED M OTHERS TRUSS AT M4lL 14 01 TYPICAL PANEL INSTALLATION X-SECTION SCREWS IT 2' LONG WOOD SCREW WITH WASHER MIN 26 GA PANEL HEW urloPRuwENr , � METING SHINGLES (OROM) EKIrnNG UNDER"' PLYWOOD (oP11aN01) 15/3I• THICK (MIN.) DETAIL 1 MIS ITT LONG WOOD SCREW WITH WASHER NEW UNDERIAYYEM 1 /—MIN 26 G0. PANEL DETAIL 2 15/32- THICK (MIN.) 2. 3. 4. 5. 6. a a ��4 ag 1 HAS BEEN DESIGNED IN ACCORDANCE WITH WE BC). Q INIMUM 26 CA EFFECTIVE COVE6LNC WIDTH OF 3 ry BE INSTALLED CM SHEATHING & STRUCTURE AS d ADS SHALL BE DETERMINED FOR EACH PROJECT. OT BE INSTALLED WHEN THE REQUIRED DESIGN THAN THE ALLOWABLE WIND LOAD TABLE IN ACCORDANCE WNH THIS DRAWING & THE RORIOA rVION CORRUGATING COMPANV. 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing along Panel Length (in) Allowable Uplift Load (psf) 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- 10 159. 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 Tulsa, Ok 74106 } 918 492 5992 f� 2.3.2c, 11 Bala Sockalingam, Ph.D., P.E. FL 62240 h