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Home My WebLink AboutPRODUCT APPROVALFlorida Building Coder _? gVr—:D APR 0 6 2016 Page I of 1 �y • Bq5 Mmn lm In Usm Pgvursmr� m rrou. Sutv�M1 Svw.pn Suss S rxia a�¢evwe re: ^.,tM etie •-.. M+P trios snN Business.., ")p�uctApproval Professional=}e�rR SCANNED BY — St. Lucie County FL a FL14645-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Produa Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Emad 545 South 3rd Street, Suite 'DO Louisville, KY 40202 (812) 218-7342 dstertnere3meialsales. us.com• Autnorr:eo Signature David Stermer d5te,,me1#nhetalsale5.us.tom Technical Representative Address/Phone/Email (s Lam, Quality Assurance Representative fCnitjl�'-^GW�'®p6WLA,iry Adtlress/Phone/Email Category Roofing Suocategary 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 Sala Sockelingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Uvi, P.E. - Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and year (of Standard) Equivalence of Product Standards Certified By sections from the Code EL.19.�L^�'l� Cijl_CRit�{tl'Q!S{: A£P^..LCI:2:P.txii Standard Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Florida Licensed Professional Engineer or Architect Til?Si�`r_ 5Z Fsvts. T.r�°°"nt�+)`i.:^ty.:9lfi `IA-P if https:,7www. tloridabui lding.org/pri pr_app_dti.aspx?param=wGEVXQwtDgsw8Z VNfe8A... 3122/2016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 571' EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.3-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 8554300 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: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C2010-3 Date: 3.27.15 ��•,,p` SOCKAt//V . No 62240 :�. STATE OF :�41 �O,CC� �4 O R 1 O M,� 3c 2 S FL 14645.3-R2 C2010-3 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. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or 48 x 2" long wood screws @ 6" o.c. (Mnimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 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: 112:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 41.6 psf @fastener spacing f 3 . . (Factor of Safety = 2) 74.8 ps (, astener pacing of 1 " o.. 196.75 ps fastener spacing of 8" o.c�uUn Fastener Pattem: Type: 49-16 or 410-14 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 o across Panel v t At intermediate iit 2" ac. acros 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 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 support 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 FL 14645.3-R2 C2010-3 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 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 41 & 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 ANEL EXISTING SHINGLES SEE DETAIL 2 o SEE DETAIL 7 NEW URED ON MENi FASTENER AT PANE FLAT SV-CRIMP (REQUIRED ONLY FOR REWIRED FOR PANEL (OPTIONAL) (PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY. J NEW UNDERIAYMENT- a1 NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) NEW UNDERLAYMENT - (REOUIRED ONLY FOR NEW CONSTRUCTION) EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) L-� EXISTING UNDERLAYMENT (OPTIONAL) `MINIMUM ATTACHMENT: Ed X 2.5' LONG BING SHANK NAIL OR ge v 2' LONG WOOD SCREWS SPACED 0 6' O.C. IN THE FIELD k MIN. 2X_ W00D RAFTER/JOIST/ 4' O.C. AT PLYWOOD EDGES TRUSS AT MAX. 24- O.C. TYPICAL PANEL INSTALLATION CTION #9-16 OR #10-14 WOODSCREWS `4S7TS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA =am,F� �T DETAIL 1 19/32' THICK (MIN.) /9-16 OR 110-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36' O.C. DETAIL 2 5V-CRIMP MIN 26 GA (MIN.) PANEL FASTENER PER PRESSURE TABLE ON ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (PSF) 36 41.6 6 48 B 196.75 GENERAL NOTES+ 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLA 2. ROODPANUELS NG CODE ( SHALL BE MIN. 26 GA. (t - 0.0169'). EFFECTIVE COVERING WIDTH OF PANEL a 24�. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING h 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 REOUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING A THE FLORIDA BUILDING CODE. IF A DIFFERENCE. OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING @ THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/fRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBIURY OF OTHERS.