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HomeMy WebLinkAboutProduct Approvali Florida Building Code Online 7/3/20,3:36PM -� - S�<V r`....t.. Businessj . . ,.g ;.. .01 BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts I Publications ! Contact Us BQS Site Map j Links Search r . JM Product APProval USER:Public User Product Approval Menu>Product a Apolimtion Search>Aoolication List>Application Detail 2�d 1 r ©c FL# FL14645-R3 REVIEWED FOR Application Type Revision Code Version 2017 CODE COMPLIANCE Application Status Approved ST. LUCIE COUNTY Comments BOCC A� Archived Product Manufacturer Metal Sales Manufacturing Corporation 2 Address/Phone/Email 545 South 3rd Street,Suite 200 nj Louisville, KY 40202 (502)855-4300 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metaisales.us.com Technical Representative Me COPY 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 12/27/2026 Validated By Yoosef Lavi, P.E. r< Validation Checklist- Hardcopy Received Certificate of Independence FL14645 R3 COI CertificateIndependence.pdf Referenced Standard and Year(of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDM0IW5HbQ%3d%3d Page 1 of 4 i Florida Building Code Online 1/3/20,3:36 PN Equivalence of Product Standards Certified By Sections from the Code 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 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 S.ndf 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/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 1,12df and 86.0 psf at fastener spacing of 12"o.c. 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 Approved for use in HVHZ:No FL14645 R3 II EvaluationReportC2182 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 fastener spacing of 24"o.c., FL14645 R3 AE EvaluationReaortC2182 2.D-df 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf at Created by Independent Third Party:Yes fastener spacing of 12"o.c. 14645.3 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II EvaluationReportC2182 3.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/-196.75 Evaluation Reports Other:Uplift load of 41.6 psf at fastener spacing of 36"o.c., FL14645 R3 AE EvaluationReportC2182 3.12df 74.8 psf at fastener spacing of 16"o.c. and 196.75 psf at Created by Independent Third Party:Yes fastener spacing of 8"o.c. 14645.4 5V-Crimp 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 Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 4.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R3 AE valuationReportC2182 4.odf and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 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. http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhCgitQOtvOK°/*2fgnu6PmBdDM0IW5HbQIA3d%3d Page 2 of 4 Florida Building Code Online 1/3/20,3:36 PM Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 5.13df 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/-120 Evaluation Reports Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 5.pdf and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.6 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II EvaluationReoortC2182 6.odf 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/-97.05 Evaluation Reports Other:Uplift load of 41.6 psf at clip spacing of 36"o.c.,71.0 FL14645 R3 AE EvaluationReRprtC2182 6.p_df psf at clip spacing of 12"o.c.and 97.1 psf at clip spacing of Created by Independent Third Party:Yes 12"o.c.with sidelap adhesive. 14645.7 Aluminum Vertical Seam Nom.0.032"thick, 16"wide,aluminum standing seam roof panel over min. 19/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II, EvaluationReportC2182 Zpdf 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/-162.0 Evaluation Reports Other:Uplift load of 41.6 psf at clip spacing of 36"o.c., FL14645 R3 AE Eva luationReoortC2182 7.odf 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 Rib Min.29 ga., 36"wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II va[uationReportC2182 8.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/-91 Evaluation Reports Other:Uplift load of 41.5 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluationRaoortC2182 8.gdf and 91 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes III 14645.9 Classic Rib Min.26 ga., 36"wide through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EyaluationReoortC2182 9.odf 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/-133.9 Evaluation Reports Other:Uplift load of 74.8 psf at fastener spacing of 36"o.c., FL14645 R3 AE EvaluationReoortC2182 9.pdf 92.3 psf at fastener spacing of 24"o.c.and 133.9 psf at Created by Independent Third Party:Yes fastener spacing of 18"o.c. 14645.10 Classic Rib Min.29 ga., 36"wide through fastened roof panel over min. 7/16"thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II EvaluatoonRel2ortC2182 10.12df 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/-135.0 Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24"o.c. FL14645 R3 AE Eva luationReportC2182 10.odf and 135 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.11 Classic Rib Min.29 ga., 36"wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 11R.df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDM0IW5HbQ%3d%3d Page 3 of 4 Florida BuWding Code Online 1/3/20,3:36 PN Design Pressure: +N/A/-138.5 Evaluation Reports Other:Uplift load of 68.4 psf at fastener spacing of 24"o.c. FL14645 R3 AE EvaluationReportC2182 11,pd and 138.5P spacing sf at fasteners acin of 12"o.c. Created by Independent Third Party:Yes 14645.12 Image II Min.26 ga., 16"wide concealed fastened roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II EvaluationfleportC2182 12.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/-86.55 Evaluation Reports Other.Uplift load of 20.8 psf at fastener spacing of 24"o.c., FL14645 R3 AE EvaluationReportC2182 12.pdf 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 Panel or R Panel Min.26 ga.,36"wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Installation-Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 13-pd Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam.PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-131.0 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. 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-Panel II Min.29 ga., 36"wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 11 EmaluationRepottC2182 14.Rd 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/-71.5 Evaluation Reports Other:Uplift load of 41.6 psf at fastener spacing of 24"o.c. FL14645 R3'AE EvaluationReportC2182 14;pdf and 71.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes Sack Ftext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone-850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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 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,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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOtvOK%2fgnu6PmBdDM0IW5Hbo%3d%3d Page 4 of 4 1V3MA SATS 1VIAC 'URTY C+(IItP ?Ri�'I`XUN:. :.: .. . . . . . . . . .:: 26.GA. 5 v� # PEEL: .: BUILDWG.COD#E 6TH EDIT` ON( 0.1-7). . PLO A P�,t3DUC:T APROV . p�.G : ' rd . pa i. . . :'lt�fejr Sales nufa uisn Op. T000:l:STtx,6e4 Suitt . ' ;ooisvtlle: 1-4-02Tele j?. .. : : .....r,3� : .. . .. . .. . .. . .. : .. Pr a.Sock .P . . Fla da Pio-ROOM.:Engut #6 :. :..: T' tsa .0 --.':.74--l-'0.6 ,.:_. _.. h �. ► gD �#��=599 :: �:: �::�."'�:�:�:" ::: :: ' :: ::: :::' _::�'::. ':�:�. ':�:: ::. T its.regt+`rt.O its-of .: Eva ua i . aft�at. ; fob Reudiug.cciv �40 TnstIIalion .m .: .:• .r.... _ C. )� t: :: : . "' FL 14645.3-R3 C2182-3 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. 19/32" 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 field and @ 4" o.c. at edges. Designed as per FBC 2017. New Underlayment. Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction and optional for reroofing 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. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" 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". 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 TAS 125-03 `Standard Requirements for Metal Roofing Systems'. 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 support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity FL 14645.3-R3 C2182-3 9.9.17 Page 3 of 3 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 E108AM790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T181-05,Reporting Date 7/21/05 (Tests#1 & 2) Project No. T240-09,Reporting Date 9/22/09 Architectural Testing, Inc. —West Palm Beach,FL (Formerly Hurricane Test Laboratory,LLC) Project No. 0103-0712-09,Reporting Date 9/1/09 a Ur Fo EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 1 NEW UNDEIREDRLAYMONLYENT FASTENER AT PANEL FLAT 5V-CRIMP (OPTIONAL) r- �- / (PANEL OVERLAP) NEW REQUCONSTRUCTION) ENDS I ONLY. RED OR PANEL REQU AK IXISTiNG UNDERLAYMENTPANEL FASTENER PER ALLOWABLE MINIMUM ATTACHMENT: (OPTIONAL) ed x 2.5' LONG RING SHANK NAIL PRESSURE TABLE ON THIS SHEET. OR #8 x 2" LONG WOOD SCREWS SPACED ® 6' O.C. IN THE FIELD & MIN. 2X- WOOD RAFTER/JOIST/ 4' O.C. AT PLYWOOD EDGES gL TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION s N a cngo #9-16 OR g(�10-14 WOODSCREWS Md NEW UNDERLAYMENT WITH SELF Sf1�LING WASHER AT ALLOWABLE UPLIFT PRESSURE Q�cL (REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE in NEW CONSTRUCTION) SPACING (PSS No (IN) X5-5'1 5V-CRIMP EXISTING SHINGLESo0 (OPTIONAL) MIN 26 GA. 36 41,6 N� N 16 74.8 N 8 196.75 d a EXISTING UNDERLAYMENT a ;- (OPTIONAL) PLYWq 19/32 THICK (MIN.) GENERA NATES: 2 8 DETAIL 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). Y z 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING 9-16 OR X10-14 WOODSCREWS WIDTH OF PANEL = 24". z { WITH SELF SEALING WASHER AT 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS b NEW UNDERLAYMENT MAXIMUM SPACING OF 36' O.C. SPECIFIED ON THIS DRAWING. (REQUIRED ONLY FOR 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA (OPTIONAL) MIN 26 GA. BUILDING CODE, IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING UNDERLAYMENT J PLYWOOD (OPTIONAL) 19/32' THICK (MIN.) 2182-3 DETAIL2 SHEEP NO. 1 OF 1