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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGFltNjda Building Code Online Page 1 of 4 -J Business � Qr� Professional BCIS Home Log In I User Registration Hot Topi6 I Submit Surcharge Stars & Facts Publications I FBC Staff I Bc1S Site Map � Links I Search � Or* Product Approval USER: Public User Product Approval Menu > Product a • FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBILITY OF THE CONTRAQR0Q Technical Representative Address/Phone/Email Quality Assurance Re Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Validated By Certificate of > Application Ust > Application Detail RECEIVED FL14645-R3 Revision 2017 MAR 16 2018 Approved Permitting Department St. Lucle County u Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales. us. com David Stermer F 9 L E C® P d dstermer@metalsales.us.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Who developed Bala Sockalingam PE-62240 Keystone Certifications, Inc. on Date 12/27/2026 Yoosef Lavi, P.E. R Validation Checklist - Hardcopy Received FL14645 R3 COI Certificate] ndeoendence.odf I Referenced Standard and Year (of Standard) StandgrAd Year FM 4470 2012 I TAS 125 2003 UL 1897 2012 UL 580 2006 I I Equivalence of Product Standards Certified By ST. LUCIE COUNTY BUILDING I IS I REVIEWED FOR MP Sections from the Code REVI[gBY DATEl PLANS AND PE MIT UST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE I https://www.floridabuilding.oigipr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A.. 1/12/2018 Product Approval Method I 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 ,.c n�..w....r� FL # Model, Numbei or Name Description 14645:1 2.5" Corrugated min. 19/32" thick plywood deck fastened . panel o er A21.33" wide coverage through roof Limits of Use I Installation Instructions F1 14645 R3 II Evaluation 2182 i.odf Approved for use in HVliZ: No Approved for use outside HVHZ: Yes in F= Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluatlonReportC2162 i.pdf and 86.0 psf at fastener spacing of 12" Io.c. Created by Independent Third Party: Yes 14645.2 5V-Crimp Min. 26 ga., 24 wide through fastened roof panel over min. 19732" thick plywood deck with fasteners through panel flat. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReDortC2182 2.pdf 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 Evaluation Reports Other: Uplift load of 84.5 psf at faste er spacing of 24" FL14645 R3 AE EvaluationReportC2182 2.0df o.c.,. 131.3 psf at -fastener spacing of ,� 8" o.c. and 149.6 psf Created by Independent Third Party: Yes of fastener soacina of 12"-o.c. 14645.3 5V-Crimp I Min. 26 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Approved for use in HVHZ: No I Installation Instructions FL14645 R3 II EvaluationReDortQ182 3.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-196.75 Evaluation Reports AE is 3.odf Other. Uplift load of 41.6 psf atfas ener spacing of 36" o.c., 74.8 psf at fastener spacing of 6" o.c. and 196.75 psf FL34645 R3 Created by Independent Third Party: Yes at fastener spacing of 8" o.c. 14645.4 5V-Crimp I 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. Limits of Use I Installation Instructions FL14645 R3 II EvaluationReportC2140 4.Ddf 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/-172.5 I Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvalggtionRenortC2182 4.Ddf and 172.5 Dsf at fastener spacing of 6" o.c. Created by Independent Third Party-, Yes I Aluminum Classic Rib Nom. 0.032" thick, 36" wide, aluminum through fastened 14645.5 roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Approved for use in HVHZ: No Installation Instructions F1.14645 R3 II Eva luationReoortC2182 5 odf Approved for use outside HV Z: Yes Verified a Y: Baia Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportC2187_ S.odf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Approved for use outside I Impact Resistant: N/A Design Pressure: +N/A/-97 Other: Uplift load of 41.6 psf 71.0 psf at clip spacing of 12" spacing of 12" o.c. with sidela Vertical Seam Yes t clip spacing of 36" o.c., .c. and 97.1 psf at clip adhesive. Nom. 0.032"thick, 16" wide, aluminum standing seam roof panel over min. 15/32" thick plywood deck`or 7116" thick OSB. Installation Instructions FL14645 R3 II EvaluationRgoortC2182 6 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 6 odf Created by Independent Third Party: Yes https://www.floridabuildi,ng.o..rg/pr/ptl dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Buildmg COW unlme https://www 14645.7 Aluminum Vertical Seam Nom. panel 0.032" thick, 16" wide, aluminum standing seam roof over min. 19/32"thick plywood deck Limits of Use Installation Approved for use in HVHZ: No Instructions F1 14645 R3 II' EvaluationReportC2182 7.ndf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-162.0 Evaluation Reports F1.14645 R3 AE Evaluatio ReportC2182 7.odf Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., 100.2 psf at clip spacing.of 12" o.c. and 162.0 psf at clip Created by Independent Third Party: Yes spacing of 12" o.c. with support strap. 14645.8 Classic:Rlb Min.6"w aide through fastened roof panel over min. 9 I thick od Limits of Use Approved for use in HVHZ: No Installation Instructions EL14645 R3 II EvaluationReportC2182 8.pdf Approved for use outside HVHZ: Ye Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load of. 41.5 psf at fasten r spacing of 48" o.c. Evaluation Reports df FL14645 R3 AE Eva luationReoortC2182 U.P.- 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. I 19/32" thick plywood deck. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReportC2182 9.pdf Approved for use outside HVHZ: Yves Verified B Bala Sockalingam PE 62240 Y:. g Created by independent Third Party: Yes Impact Resistant: N/A . I Design Pressure: +N/A/-133.9 Evaluation Reports Other: Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R3 AE Eva luationReportC2182 9.odf 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" o.c. i 14645.10 Classic Rib Min. 29ga., 36" wide through fastened roof panel over min. I 7/16" thick OSB deck Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EvaluationReportC2182 10 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A- Design Pressure: +N/A/-135.0 Evaluation Reports FL14645 R3 AE Eva luationRenortC2182 10.pdF_ Other: Uplift load of 45 psf at fastener spacing of 24" o.c. Created by Independent Third Party: Yes and 135 psf at fastener spacing of 6,' O.C. 1 14645.11 Classic Ribl 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 Installation Instructions FL14645 R3 II EvaluationReportC2182 11.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE-62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5 I Evaluation Reports Other: Uplift load of'68.4 psf at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationReportC2182 11.pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.12 Image III Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB.. Limits of Use Approved for use in HVHZ: Nol Installation Instructions FL14645 R3 II Eva luationRgportC2182 12.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at: fastener spacing of 24" Evaluation Reports FL14645 R3 AE Eva luationReportC2182 12.pdf o.c., 63.5 psf at fastener spacing, of 6" o.c. and 86.55 psf at Created by Independent Third Party: Yes fastener spacing of 6" o.c. with sidelap adhesive. 14645.13 PBR-Pan el or R-Panei Min, 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use I Approved for use in HVHZ: No Installation Instructions FL14645 R3 II Eva luationReoortC2182 13.pdf 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/-131I0 Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. Evaluation Reports FL14645 R3 AE EvaluationReportC2182 13.pdf and '131.0 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.14 Pro -Pi nel II Min. 29 ga., 36" wide through Fastened roof panel over min. 15/32" thick plywood deck. app 4tl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online Page 4 of 4 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 and 71.5 psf at fastener spacing of 12" o., i Installation Instructions fL14645 R3 11 EvaluationReDOrtC2182 14.12df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation, Reports spacing of 24" o.c. FL14645 'R3 AE EvaluationReDortC2182 14.1)df T...io..en,IcnFThirrl part'V' YPS Back Nett ntact Us :I: 2601 Blair Stone Road Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an WEED employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flonda law, email addresses are public records.7f you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the Pfficeby phone or by traditional mall, if you have any questions,. please contact 850.487.1395. 'Pursuant to Section 455.275(11, Florida Statutes, effective October 1, 2012, licensees licensed under.ehapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used or official communication with the licensee. However email addresses are public record .7f you do not wish to supply a personal address, please provide the -Depa. ent with �a mail address d F S which can dick be made available to the public. To.detennine if you are a licensee under pter Product Approval Accepts ® ® © Krrc M Credit• Safe Securi tyru wrRl es hqs://www.floridabuildiniz-org/pr/pri 1/12/2018 EVALUi TION REPORT OF METAL. SALES MANUFACTURING CORPORATION 126 GAS 5V-CRIMP PANEL' FLORIDA DUILD�G CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL IFL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 Slouth 311 Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 iax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. ida Professional Engineer #62240 12 6 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of on Report (3 Pages including cover) Installation Details (1 Page) ,``SpC[<A��ti os (Load Span Table (1 Page) ,.`P�,P.•�c, E N 5�.�?'q Report No. C2182-4 Date: 9.9.17 No 62240 a x e� 57ATE OF :4U o, 1 , •c�'• C O • `'s�S • 0 R • Q-t o� ALE e % !! 9,, , 2 l'1 � FL 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales anufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide cov rage with (5) 1/2" high ribs i Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume c ated 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 planks (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. UnderlaY meat: Minimum tlnderlayment 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 a plied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @fastener spacing of 36" o.c. l (Factor of Safety = 2) 172.5 psf @fastener spacing of 6" o.c. II 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.cl across panel width �c. width At intermediate @ 12" of across panel TestStandards: Roof a1mbly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The tel t 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 fir; �- rtings 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 lbased on Metal Sales load span table. This evaluation report is n?t applicable in High Velocity Hurricane Zone. Fire classificatio is not within scope of this Evaluation Report. Refer to FBC 2017 7section 1505 and current approved roofing materials PANEL OVERLAP "0T-f Ma x5n+ 5V-CRIMP FASTENER AT PANEL FLAT SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL 3 � ENDS ONLY. u PANEL FASTENER PER UPLIFT MINIMUM ATTACHMENT: LOAD TABLE 8d .x 2,5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED 0 6" O.C. IN HE FIELD g GUIDELINES & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" D.C. a U N TYPICAL PANEL INSTALLATION X-SECTION D: pNp #9-16 OR P10-14 WOODSCREWS WITH SELF SEALING ,WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAYMENT—J 1 DETAIL 1 #9-16 OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36' O.C. 5V-CRIMP MIN 26 GA. 1 5V-CRIMP MIN 26 GA. UNDERLAYMENTJ \--OSB 7/16" THICK (MIN.) OR DETAIL 2 PLYWOOD 15/32 THICK (MIN.) N� O V/Y � X OD w p Vo 5 N Ln `uQ tj N w tJ ° l m GENERAL NOTESO I. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a u as! FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN, 26 GA. (t = 0.019'. EFFECTIVE COVERING a a' '. WIDTH OF PANEL = 24". Z.-THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING &STRUCTURE AS z Pow w _ SPECIFIED -ON THIS-DRAWING.THIS 4. REQUIRED DESIGN WIND LGADS-SHALL-BE-DETERMINED FOR EACH PROJECT. ux PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED -DESIGN -WIND LOADS �7 m ARE GREATER THAN HE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING— 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA - - BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF HIS DRAWING & HE CODE, THE CODE SHALL CONTROL 8 SES MUST BE DESIGNEDLOADS 6 RAFTERS/REQUIRED JF RSEEACHSAPPLICATION AND HE RESPONSIBILITY OF OTHERS. i OF METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads I(Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (PSfl Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer I 6 172.5 _ 9 120.Q 72.0 15 18 60.0 _ I 21 51.4 24 45.0 27 30 40.0 _- 36.0 __-_ 33 32.7 30.0 36 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 e%%%%; IIIIIfe`le aaa°° SO C K,441 oss� a No 62240 e 'o . ' STATE OF <UZ m ast� O R at �-7 Bala Sockalingam, Ph.D., P.E. FL 62240