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Home My WebLink AboutProduct Approval Metal roof,. Florida Building Code Online FlOt' PeWment� j Busines�, Professi lal Regulation BaS Home I Log In I User ReglstraUon i(1IlfliProduct Approval '.USER: Public User ii y.,,, y, i Citii 'iF • •'i .'Y1..F. w, J.Page I of 4 f A ,ry na r<ei �ibur u�rK ' os�a'uiui's,roxs. � xCSPf[ PrpAurt Approval Menu > G ar h > Annliratlnn U0 > Application Derail 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 --F -R22 Revision 2014 Approved ON THEM". PU48 AND ALL PROPOSC.D WopN( ARE SUSJCCT TO ANY COPRECTIONS `REQUIRED BY FICL4)1NSAECTOPS THAT . MAY BE NECESSARY IN OPID221i TO COfAPLY WITH ALL APRLICAME CCVEG. Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812) 218-7342 dstermer@metalsales.us.com David Stermer dstermer@metaisales.us.com Roofing Metal Roofing Evaluation Report from Professional Engineer `e° Evaluation Report Florida Engineer or Architect Name who developed the Bala Sockalingam Evaluation Report Florida License PE-62240 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) 7/,/ SST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI REVIEWED BY DATEZZ PLANS AND ER IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE a Florida Registered Architect or a Licensed Florida Hardcopy Received CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Keystone Certifications; Inc. CONTRACTOR OF R�COn 12/31/2020 FJl1 f RCon Yoosef Lavi, P.E. i 1!6 Validation Checklist - Hardcopy Received FL14645 R2 COI CertificateIndeoendence.odf Standard Year FM 4470 1992 TAS 125 2003 UL1897 1998 UL1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed ProfessionalEngineer or Architect FL14645 R2 Equiv TestEquivalentC2010 UL.pddf https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOOSOPk0YIKihMS5NJ%2f96dog%3d%.. September 11, 2011 ` Florida Building Code Online Sections from the Code Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prnducta Method 1 Option D 03/31/2015 LE COPY 04/14/2015 04/18/2015 06/23/2015 FL # Model, Number or Name Description 14645.1 2.5"Corrugated Min. 26 ga.,1 21.33" wide coverage through fastened roof panel over min. 19/32" thick plywood deck. Limits of Use Installation Instructions T i Approved for use in HVHZ:'No FL14645 R2 II Eva luationReportC2010 1.ndf Approved for use outside HVHZ: Yes Verified Byi Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 i Evaluation: Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. fL14645 R2 AE EvaluationReportC2010 i.odf and 86.0 psf at fastener spacing of 12" ox, Created by'Independent Third Party: Yes 14645.2 5V-Crimp Min. 26 ,ga. il 24 wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions i Approved for use in HVHZ: No FL14645 R2 11 EvaluationReportC2010 2.pdf Approved for use outside HVHZ: Yes Verified By4 Bala Sockalingam PE 62240 j Impact Resistant: N/A Created by!Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation! Reports V Other: Uplift load of 84.5 psf at fastener spacing of 24" o.c., FL14645 R2 AE EvaluationReuortC2010 2.pdf i 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 _i Installation Instructions Approved for use In HVHZ: No FL14645 R 2 II EvaluationReoortC2010 3 odf Approved for use outside HVHZ: Yes Verified' By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes i Design Pressure: +N/A/-196.75 Evaluation: Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" o.c., FL14645 R2 AE EvaluationReportC2010 3.odf l 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 i Approved for use in HVHZ: No FL14645 R2 II Evaluation RenortC2010 4 Ddf Approved for use outside HVHZ: Yes Verified Byi 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 R2 AE EvaluationReoortC2010 4 odf and 172.5 psf at fastener spacing of 6" o.c. Created by IndependentThirdParty: 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 Installation Instructions Approved for use in HVHZ: No FL14645 R2 11 EvaluationReDOrtC2010 ,5 odf ! Approved for use outside HVHZ: Yes Verified By:i Bala Sockalingam PE 62240 i 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. and FL14645 R2 AE EvaluationReportC2010 S,pdf i 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 1 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 112 II EvaluationReportC2010 6 odf Approved for use outside HVHZ: Yes Verified By:, Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Indenendent Third Party- Yee https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQOOSOPkOYIKihMS5NJ%2fg6dcg%3d%... September 11, 2015 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.4-R2 ROOFING METAL ROOFING LEv45 1 r'i Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 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: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C20104 Date: 3.27.15 011111111111 SOCKgZfr,F,i * No 62240 r • . M r :� t• STATE OF .•4U .' 1 oo�f�s.<OR� . ♦ a L W, fIf88 3,yo�20t5r FL 14645.4-R2 C2010-4 3.27.15 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. 7/16" thick OSB or min. 15/32" thick plywood at max span of 24" for new and existing constructions. Designed and installed as per FBC 2014. 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 Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2. Design Uplift Pressure 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" 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" and installed as per Metal Sales current installation procedure. 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 UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC . 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609or 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 2014 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. FL 14645.4-R2 C2010-4 3.27.15 Page 3 of 3 Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 5V-CRIMP SEE DETAIL 2 PANEL / —(SEE DETAIL 1 FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MINIMUM ATTACHMENT: 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION OR #8 x 2" LONG WOOD SCREWS GUIDELINES SPACED ®6" O.C. IN THE FIELD & AT EDGES ` MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION WITH OR SEALING WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDEI D ETAIL 1 9-16 OR 4 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. UNDERLAI DETAIL 2 5V-CRIMP MIN 26 GA. PLYWOOD OR 6 15/32K THTHICle ICK HI K(MIN.) iV-CRIMP dIN 26 GA. B 7/16" THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. DESIGN UPLIFT PRESSURE FASTENER PRESSURE SPACING (PSF) (IN) 36 30.0 6 172.5 GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE 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 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. o N WN H g {W o M d' o 00 0: J 00 MCI jN �a 0o ui w d i a c a g a g. �o Pm ej F,N m r ej