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Home My WebLink AboutProduct Approval- Metal RoofingFlorida Building Cod- Online Page 4 FILE COPY r ness.Professional ROilfl<3 Q2lI• BCIs Home I ltg in 1. user Registration Hot Topics { submit Surcharge 3 u s i n e s (� �. Product Approval Professi,nal � USER., Public User R I ti n k------j!�i'° Stats & Facts ; Publications 1 FBC Staff { BCiS Site Map i uril6 search I egu a o anrlurr Aooroval Mann > Produ t or Aeolicatlon_Search> Aooliration List > Application Detail FL # FL14645-112 Application Type Revision 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By 2014 Approved THESE PLANS AND ALL PROPOSED REQUIRED SUBJECT To'r5�r��,cc�i ^n( EM, 10�H 8 ORS MAY BE NECESSARi IN OHM to ra COMPLY 11 ITH ALL APP LIC"Ati� LE CODES. Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (812) 218-7342 dstermer@ metalsales. us.com David Stermer dstermer@metalsales.us.com Roofing Metal Roofing 7y-,7 ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIA :VIEWED BY TEX.?- �/ PLANS-ANPePEP.AIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W, Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Lavi, P.E. '-�, Validation Checklist - Hardcopy Received Certificate of Independence FL14645 R2 COI Certificatelndeoendence adf Referenced Standard and Year (of Standard) Standard Year FM 4470 1992 TAS125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FFL1464S R2 Eouiv TestEoulvalentC2010 UL.odf Sections from the Code http://www.floridabuilding.org,prlpr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7 4/25/2016 rI0TIWt 17U11umg %-UUU vnunt; raga G Vl -t Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/31/2015 04/14/2015 04/18/2015 06/23/2015 FL # I 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 R2 II EvaluationReportC2010 1.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/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. FL24645 R2 AE EvaluationReportC2010 1.Ddf 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 R2 II EvaluitionReportC2010 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" FL14645 R2 AE Eva luatlonReoortC2010 2.odF o.c., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12" o.c. 14645.3 15V-Crimp I Min. 26 ga., 24" wide through fastened roof panel over min. I 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 I1 EvaluationReportC2010 3.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/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE Evaluation Repo rtC2010 3.pdf o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes at fastener soacina of 8" o.c. 14645.4 I SV-Crimp I.throughnel over min. 5plan P b ood deck or fastened16' thick OSB with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 ti EvaluationReportC2010 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. FL14645 R2 AE EvafuationReoortC2010 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. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 11 EvaluationReportC2010 5.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/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36" o.c. FL14645 R2 AE EvaluationReportC2010 5.pdr and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.6 1Aluminum Vertical Seam Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 15132" thick plywood deck or 7/16" thick Installation Instructions F-L14645 R2 11 EvaluationReportC2010 6.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Thlyd Party: Yes http://www.floridabuilding.ora/r) i app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016 Florida Building Code Online Design Pressure: +N/A/-97,05 Other: Uplift load of 41.55 psf at clip spacing of 36" o.c., 71.0 psf at clip spacing of 12" o.c. and 97.05 psf at clip spacing of 12" o.c. with sidelap adhesive. Evaluation Reports FU4645 R2 AE EvaluationReportC2010 6 pdf Created by Independent Third Party: Yes 14645.7 I Aluminum Vertical Seam I Pane. 0.03over thick 9/32, 16" i e paluminum lywood deck standing seam roof Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-162.0 Other: Uplift load of 41.55 psf at clip spacing of 36" o.c., 100.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip spacing of 12" o.c. with support strap, Installation Instructions FL14645 R2 II EvaluationReportC2010 7 Pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R2 AE_EvaluationReportC2010 7.pdf Created by Independent Third Party: Yes 14645.8 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 R2 II EvaluationReportC2010 8.0 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" FL14645 R2 AE EvaluationReportC2010 8.pdf o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf Created by Independent Third Party: Yes at fastener spacing of 18" o.c. 14645.9 - 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 R2 II EvaluationReportC2010 9.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/-135.0 Evaluation Reports Other: Uplift load of 45 psf at fastener spacing of 24" o.c. FL14645 R2 AE EvaluationReportC2010 9.odf and 135 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.10 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 R2 II EvaluatlonReportC2010 10,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/-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. FL14645 R2 AE EvaluationReportC2010 10.pdf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes Image II ��K 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 R2 11 EvaluationReoortC2010 Modf 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 20.75 psf at fastener spacing of 24" FL14645 R2 AE EvaluatlonReportC2010 11.pdf o.c., 63.50 psf at fastener spacing of 6" o.c. and 86.55 psf Created by Independent Third Party: Yes at fastener spacing of 6" o.c. with sidelap adhesive. 14645.12 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 R2 II EvaluationReportC2010 12.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/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 R2 AE EvaluationReportC2010 12.pdf and 131.0 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.13 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 R2 II Eva luationReportC2010 13.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/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c. FL14645 R2 AE EvaluationReportC2010 13.odf and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016 Florida Building Code Online Page 4 of 4 Bach Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Gomvriaht 2007-2013 State of Florida.:: Privacy Statement :: Aecessibiiity 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 pubfic-records request, do not send .I.rdc 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 Larder 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., pease dick re . Pro�du7ct Approval Accepts: IDS FWRW acted Credt_ n A. http://www.floridabuiiding.orglprlpr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. IMAGE II PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.11-112 ROOFING METAL ROOFING FILOE COPY Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 8554300 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: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) . 01 SOCK epB�i ....,q4 e a�`�P� •�\G E NSFL�K,,sAo b NO 62240 � :1 • J- m m m • sp' STATE OF ' 4� OR IV •�N ... ,v� Report No. C2010-11 Date: 3.27.15 (:Opy FL 14645.11-R2 C2010-11 a: 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Image H Panel Description: Max. 16" wide coverage with 1" 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 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. (Minimum) in the plywood field and 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 430 felt. For reroofing (Optional) construction only. Slope: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Allowable Uplift Load: 20.75 psf @ fastener spacing of 24" o.c (Factor of Safety = 2) 63.50 nsf @ fastener spacing of 6" o.c Fastener Pattern: #10 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/". Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' & UL1897-98 `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 FL 14645.11-R2 C2010-11 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: UL580/UL1897 Test Reports Farabaugh Engineering and Testing Inc Project No. T176-11, Reporting Date 4/26/11 Project No. T260-11, Reporting Date 8/15/11 f ROOF PANEL ROOF PANEL EXISTING SHINGLES SEE DETAIL 1� (OPTIONAL) V n MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24' O.C. NEW UNDERLAYMENT - (REQUIRED ONLY FOR NEW CONSTRUCTION) MAX. 16" I J` I --MINIMUM ATTACHMENT: EXISTING UNDERLAYMENT I /�\vl 8d x 2.5" LONG RING SHANK NAIL (OPTIONAL) OR #8 x 2' LONG WOOD SCREWS SPACED 0 6' O.C. IN THE FIELD k AT EDGES FASTENING PATTERN 1 EXISTING SHINGLES NEW UNDERLAYMENT SEE DETAIL 2 — (OPTl�NP1) (REQUIRED ONLY FOR —ADHESIVE E THE NEW CONSTRUCTION) PANEL SIDELAP n MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24' O.C. NEW UNDERLAYMENT - (REQUIRED ONLY NEW CONSTRUCTION)R EXISTING SHINGLES (OPTIONAL) DETAIL 1 EXISTING UNDERLAYMENT (OPTIONAL) NEW UNDERLAYMENT NEW CIONSTRUCTION)ONLY R EXISTING SHINGLES (OPTIONAL) D ETAI L 2 EXISTING UNDERLAYMENT (OPTIONAL) PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. \—OSB 7/16' THICK (MIN.) OR PLYWOOD 15/32' THICK (MIN.) PANEL FASTENER SPACING PER ALLOWABLE PRESSURE TABLE. Y� —OSB THICK (MIN.) OR • EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: PLYWOODOOD 15/32' THICK (MIN.) ` (OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS SPACED 0 6' O.C. IN THE FIELD dt AT EDGES FASTENING PMERNIIII512 TYPICAL PANEL INSTALLATI N X-SECTION ALLOWABLE UPLIFT PRESSURE — OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) SIDELAP ADHESIVE NOM. 3/8" BEAD #10 PANCAKE SCREW 0 MAX. 6" O.C. -PANEL MIN 26 GA. OSS 7/16' THICK (MIN.) OR PLYWOOD 15/32" THICK (MIN.) in— SIDELAP ADHESIVE LOCATION FASTENING PATTERN FASTENER SPACING (IN) ADHESIVE BEAD SIZE PRESSURE (PSF) 1 24 NONE 20.75 1 6 NONE 63.50 SlUUJIP ADHESIVE IN THE PANEL SOELIP r GENERAL NOTES: T. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA (t 0.0167. MAX. EFFECTIVE COVERING WIDTH OF PANEL ® 16'. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING k STRUCTURE AS SPECIFIED ON THIS DRAVANG. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WINO LOADS ARE GREATER THAN THE ALLOWABLE MIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA 13UILLNNC CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING h THE CODE. THE CODE STALL CONTROL 6. RAFTERS/JOISTSiMSSES MUST BE DESIGNED TO WITHSTAND WND LOADS AS REOUIR FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. OF