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Home My WebLink AboutProduct Approval Floridaile Copyda Building Code Online Page i of 4 ��`k.� ",�_,. 4v�: �",P`+�razs. � � Y. :Y�' r.�•n>' t3 ro+r„- F,,w„�°°,+w y' va�.-�» .;[ � . '- �'��zs�C�+�f�.r�✓�-Cx- � �t..r�-,�.ems: :'rr;=l: ' rf,aiir d BCIS Home ; Lag In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications [ FBC Staff BCtS Site Ma Links Search B U s i n e s .( CONC FASTENERS ON MACHMENTS Professional *USER: �runtiApprovalIPONSIBILD 0r�� 1��latEc�n AR�q�p E Iq � Product Approval Menge>Product or Agniication Se arch>Appii ati.n I is >Application Detail FL# _—FL1464S-R2 VYI�IIII 1171 A Type Application YP /� Revision -.� Code Version 2014 Application Status Approved THESv PLANS AND ALL PHOPOSED WORK Comments "DARE SUBJECT TOt ANY CORRECTIONS 5P Archived REQUIRED YFIELD INSPECTORS THAT. qqqq i��'p dyaa d�aayy��gg ®FF�� p9� Product Manufacturer Metal Sales Manufacturin�•.�QAti, ,,..NECESS,.i999tN ORDERf TO �AAl Address/Phone/Email 545 South 3rd Street,Suit O ��7� '��L- POLICAi �;'�} ®��,Louisville,KY 40202 r.__ _., L4 (812)218-7342 dstermer@metaisales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative STLLi�CIFOUi�'T`±'fB�IJ1Lnn7C nryIpY Address/Phone/Email REVIEWED FOR( 11]PLLyi E IRE ifUV,IF R,Rv Quality Assurance Representative DATE Address/Phone/Email PLANS AND PERSUT MUST BE KEPT ON JOD OP NO INSPECTION VI? BE KkDE. 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 12/31/2020 Validated By Yoosef Lavi, P.E. ,' Validation Checklist-Hardcopy Received Certificate of Independence FI-14645 R2 COI CertificateIndependence pdf Referenced Standard and Year(of Standard) Standard Year FM 4470 1992 TAS 125 2003 UL1897 1998 UL1897 2004 UL 580 1.994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Equiv TestEauivalentC2010 UL.Ddf https://floridabuilding.org/pdpr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itOOOSOPkOYIKihMS5NJ%a2f96dog%3d%... September 11,2015 Florida Building Code Online i Page 2 of 4 += Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Summar rLof Products FL# f Model,Number or Name Description 114645.1 t 2 5"Corrugated Min.26 ga.,21 33"wide coverage through fastened roof panel IL over min. 19/32"thick plywood deck. f Limits of Use l Installation Instructions Approved for use in HVHZ: No I Ft 1.�1fi4_5 R2 II Evalua ionReoortC20111-„ l of 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 1 Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationR oortC2010 1 odF 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 rain. 19/32"thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions Approved for use in HVHZ: No I FL14645 R2 II EvaluationRenortC2010 2 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/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24"o.c., ( Ft-14645 R2.AE EvaluecionRenortC2010 2.pdf 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf at i Created by Independent Third Party: Yes Ffastener spacing of 12"o.c. 114645.3 t Crimp Min. 26 ga., 24"wide through fastened roof panel over min 19/32"thick plywood deck with fasteners through panel rib. L --- Limits of Use Installation Instructions Approved for use in HVHZ:No ! FL14645 R2 II EvallilationReoortCZ,O1i1_3.ndf Approved for use outside HVHZ:Yes i 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 j Other: Uplift load of 41.6 psf at fastener spacing of 36"o.c., , FL14645 R2 AE EvaluationRevortC2010 3 odf (74.8 psf at fasteners spacing of 16"ox.and 196.75 psf at P 9 p Created b independent Third Party: Y Yes P fastener spacing of 8"o.c. __. .___ —.....—. --.... i 14645.4 SV-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. I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvalllationReportC2010 4 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/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36"o.c. i FL14645 R2 AE EvaluationReoortC2010 4.ndf and 172.5 psf at fastener spacing of 6"o.c. i Created by — Independent Third Party: Yes — 1 ._.______ 14645.5 i Aluminum Classic Rib Nom. 0.032"thick, 36"wide,aluminum through fastened roof I 11 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 II EvaluationReoortC2010 S 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/-120 i Evaluation Reports I Other:Uplift load of 30 psf at fastener spacing of 36"o.c. and I FL14645 R2 AE Eval-uationReoortC2010_._S..pdf li 120 psf at fastener spacing of 6"o.c. i Created by Independent Third Party:Yes =... 14645.6 �luminum 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. iLimits of Use Installation Instructions Approved for use in HVHZ:No ( FL14645 R2 II EvaluationReportC2U10 6.odf Approved for use outside HVHZ:Yes i Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9!tQOOSOPkOYIKihMS5NJ%2fg6dog%3d%... September 11,2015 t EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 5T11 EDITION (2014) FLORIDA PRODUCT APPROVAL FL 1464.5A-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville,KY 40202 Telephone: (502)855-4300 Fax: (502) 8554290 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) ieeQ�►►ti e e ae�as®e� `�t P SOCKAt P'e No 62240 Report No. C2010-4 ®1 STATE OF fv Date: 3.27.15 e p R O .• �` BLIDS3642t ZG1s FL 14645.4-R2 a- 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 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 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-01.7-02-01, Reporting Date 9/20/13 Dn♦iiN E'!: C,ECKED 0'! PANEL. OVERLAP as D --5V-CRIMP7 SLOT ��iisns --FASTENER AT PANEL FLAT SEE DETAIL 2 / SEE DETAIL 1 j REQUIRED FOR PANEL s / ENDS ONLY. MINIMUM ATTACHMENT: `— PANEL FASTENER PER ALLOWABLE � 6d x 2.5" LONG RING SHANK NAIL PRESSURE TABLE ON THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED OR (f$ x 2" LONG WOOD SCRE'S AS PER MANUFACTURER'S INSTALLATION t SPAC'EC 6" O.C. IN THE FIELD GUIDELINES & AT EDGES T li MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. o TYPICAL PANEL INSTALLATION X—SECTION 0 " WN K NO0 -1s oR10-14 w000sGREvas— DESIGN UPLIFT PRESSURE M{i NY I WITH SELF SEALING WASHER AT D In MAXIMUM SPACING OF 36" O.C. FASTENER SPACING PRESSURE O W CO (IN) (PSF) =N o jN 5V-CRIMP 36 30.0 7 U 13L` 00 / MIN 26 GA. C N�- e fu� 6 172.5 IZ flo o.� <t u Li W a 1 GENERAL NOTES: _ 1. ARCHITECTURAL ROOF PANEL HAS BEEN, DESIGNED IN ACCORDANCE. WITH THE o UNDERLAYMENT 1 FLORIDA BL ILDING CODE (FBC). a OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING DETAIL 1 PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS m SPECIFIED ON THIS DRAWING. > Z rx 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS ,¢9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS LlU WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. N MAXIMUM SPACING OF 36" O.C. ; 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA q a BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM zap r 6 REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. gm n 5V-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. I 7 UNDERLAYMENT URAWiNG N . OSB 7/i6" THICK (MIN.) OR 2010-Q. D ETAI L 2 PLYWOOD 15/32" THICK (MIN.) SHEET NO. 1 I�