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HomeMy WebLinkAboutProduct Approval I 10/15/2020 Florida Building Code Online k (n t S t ti G w p r+ '' z� i �'` + "p i.�, :•ra F a't' ju" nw,�,vne' rn sem,» e- SCIS-Home ! Log In 1 User Registration w Hot Topics Submit Surcharge Stats&Facts Publications S Contact Us ' BCIS Site Map Links i Search Product Approval Public UserUSER. X'ffe copy Product Approval Menu>Product or Aoylicatla7 Search>QppIIcation List>Application Detaf! `h" ! 1-TL }tea REVIEWED IEWE�D FORK A FL# FLvision R3 CODE COMPLIANCE Application Type Revision Code Version 2017 ST. L CIE COUNTY Application Status Approved °�77 BOCC G6 f jwff o Comments Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville,KY 40202 (502)855-4300 dstermer@metaisales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative Address/Phone/Emall 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 the Bala Sockalingam 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. Validation Checklist-Hardcopy Received Certificate of Independence FL1,4645 R3 COI CertificateIndependence.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 httos:Hwwwii(Adahuiiding.orglpr/pr appCiti.aspu'?peram=wGEVXQwtDgswBZVNfe8A7ecHQhC9itQotvOK%2Egnu6PmBdt)MOiW5HbQ`Yfl3d%3d 1/4 10/15/2020 Florida Building Code Online J 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 Date Revised 10/07/2020 Summary of Products_ 1 FL Number or Harme Descrlption 114645.1 4- 2.5"Corrugated~ ` j Min.26 ga.,21.33"wide coverage through fastened roof panel j i over min. 19/32"thick plywood deck. I Limits -`- - Installation Instructions 1 Approved for use in HVHZ:No FL14645 R3 II Eva{uationReportC2182 1 pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 I 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 EvaivationRAportC2182 1 pdf spacing of 12"o.c. Created b Independent Third Party:Yes l and 86.0 at stener p g Y p 1 6 .2 Min.26 ga.,24 wide through fastened roof panel over min. _ 19/32"thick plywood deck with fasteners through panel flat. { Limits of U ` l Installation Instructions j Approve or use in HVHZ:No RJ4645 R3 II EvaluationReportC21B2 2. df Approv d for use outside HVHZ:YesVerified By:Bala Sockalingam PE 62240 1 ct Resistant:N/A }iJ Created by Independent Third Party:Yes Design Pressure: +N/A/-149.6 4 Evaluation Reports - Other.Uplift load of 84.5 psf at fastener spacing of 24"o.c., FL14645 R3 AE Eva luationRenortC2162 2.pdf 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. 1 14645.3 SV--Crimp I Min.26 ga.,24"wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel rib. I Limits of Use - '- -' Installation Instructions p Approved for use in HVHZ: No FL14645 R3 II EvaluationReDoitC2182 3.odf 1 Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 1 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 Eva luationRepsrtC2182 3.,,pdf 174.8 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 o deck16"thick OSS with fasteners or 7/ I through panel rib. Limits of Use 1 Installation Instructions II Approved for use in HVHZ:No I FL14645 R3 II EvaluationRgportC2184-pdf I Approved for use outside HVHZ:Yes 1 Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A i Created by Independent Third Party:Yes # Design Pressure:+N/A/-172.5 ;Evaluation Reports i Other:Uplift load of 30.0 psf at fastener spacing of 36°o.c. FL14645 R3 AE EvatuationReportC2182 4.pdf and 172.5 psf at fastener spacing of 6"o.c. 4 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. Limits of Use ii Installation Instructions { Approved for use In HVHZ: No I FL14645 R3 TI EvatuationReportC2J 82 5. Approved for use outside HVHZ:Yes i Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes j Design Pressure:+N/A/-120 Evaluation Reports , Other:Uplift load of 30 psf at fastener spacing of 36"o.c.and FL14645 R3 AE EvaluationReportC21$2 5.�df m 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 III t� I panel over min.15/32"thick plywood deck or 7/16"thick OSB. Limits of Use i Installation instructions Approved for use in HVHZ:No i FL14645 R3.11 Eva luationRepo rtC2182 6.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/-97.05 Evaluation Reports Other:Uplift load of 41.6 psf at clip spacing of 36"o.c.,71.0 FL14f245 R3 AE EvaluationRgportC2'1.32 6.pdf 1 created by Independent Third Party:Yes i https://www.fiaridabuitding.org/pr/pr_app dU.aspx?param--wQEVXQwtDgsw8ZVNfe8A7ecHQhCgitQOtvOK"/.2fgnu6PmBdDMONV5HbQ%3d%3d 214 EVALUATI®N REPORT OF METAL SALES MANT'FACTURING CORPORATION '26 GA.5V-CRIMP P NT EL' FLORIDA BUILDING CGDE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.2-R3 ROOFING METAL, ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, IY 40202 Telephone: (502) 8554300 Fax: (502) 855-4200 Prepared By: Bala Sockalingam, Ph.D.,P.E. Florida Professional Engineer#62240 1,216 N Lansing Ave., Suite C Tulsa,OK 741.06 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) 50CKAk RaB`� A•,� 6 ar � �6 C•� i No 62240 2 ti Report No. 02182-2 o ° Date: 9.9.17 ©c:•. .o 'AzE OF A_ 9 . CCZcz5 k-7 FL 14645.2-R3 C2182-2 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Dame: 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 48 x 2" long wood screws @ 6" o.c. (Minimum) in the 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: 84.5 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 131.3 psf @ fastener spacing of 18" o.c. 149.6 psf @ fastener spacing of 12" 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 fasteners per panel width. (4 located adjacent to ribs and 2 between ribs) At intermediate 4 fasteners per panel width. (4 located adjacent to ribs) 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 FSC 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. 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 FL 14645.2-R3 C2182-2 9.9.17 Page 3 of 3 approved roofing materials directory or ASTM E1081UL790 report fi-om an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No. T235-07,Reporting Date 7/12/07 Project No. T172-08,Reporting Date 4/29/08 Q I I IIINYME(: ELD�p 9f. BCA D,9.t.= PELT: LTE: PANEL FASTENER SPACING SV—CRIMP SEE DETAIL PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. rf B PLYWOOD UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32" THICK (MIN.) AS PEii GUIDELINES 8d INSTALLATION 8d x 2.5" LONG RING SHANK NAIL MIN. 2X— WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD & AT PLYWOOD EDGES FASTENER PATTERN AT LNTERfiAEDIATE LOCATIONS SEE DETAIL 1 SV—CRIMP 24" 0o 0 _Z �=O f 1�c O UNDER YLA HENT SHALL BE INSTALLED MINIMUM ATTACHMENT: PLYWOOD L1 AS PER MANUFACTURER'S INSTALLATION 19/32" THICK {MIN.} M 1 Bd x 2.5" LONG RING SHANK NAIL 7 1 1 MIN. 2X—'WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS 5?,N TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD & AT PLYWOOD EDGES V�o FASTENER PATTERN AT PANEL ENDS 0 TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE rJ SPACING (PSF) { o (IN) #9-16 OR #10-14 WOOOSCREWS a 4JITH SELF SEALING WASHER AT 24 84.5CL 8 MAXIMUM SPACING OF 24" O.C, SV—CRMP 1B 131.3o� MIN 26MGA, 12 149.6 GENERAL Nt3TE5: g 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING do STRUCTURE AS SPECIFIED ON THIS DRAWING. UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 19/32" THICK (MIN,) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING, 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUING CODE. IF ATHE MINIUM DETAIL. 1 REQUIREMENTS OF THISDDRAWING C&OCCURS THE CODE, THEENCODE SHALL CONTROL 6, RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2112—"1' REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. snsET no. 1 of 1