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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 4 F . n Y BCIS Home Log In User Registration j Hot Topics ; Submit Surcharge ; Stats&Facts Publications ; FBC Staff ; SCIS Site Map Links I Search Product Approval i 1! � 0im, USER:Public User 3n 11{{ t Tf Product Approval Menu>Product or ADDlication Search>Application List>Application Detail , I' t IT? r , r� � FL# FL11560-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville,KY 40202 (812) 218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative Address/Phone/Email 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 Bala Sockalingam the 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 FL11560 R2 COI CertificateIndependence.odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 2006 UL 580 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11560 R2 Eouiv TestEouivalentC2009 2 3 12 Ddf Sections from the Code http://www.floridabuilding.org/pr/pr�_app_dtl aspx?param=wGEVXQwtDqudhLg8 eDpZ1B... 3/3/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/07/2015 Date Pending FBC Approval 04/12/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name Description 11560.1 Aluminum 5V-Crimp 24"wide,nom 0.032"thick (min.)aluminum 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 Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 l.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/-161.5 Evaluation Reports Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL11560 R2 AE EvaluationReoortC2009 1.1)df and 161.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 11560.2 Aluminum Image II 16"wide,nam 0.032"thick (min.)aluminum concealed fastener 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 FL11560 R2 II EvaluationReportC2009 2.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/-107.35 Evaluation Reports Other:Uplift load of 22.5 psf at fastener spacing of 24"o.c. FL11560 R2 AE EvaluationReportC2009 2.odf and 107.35 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 11560.3 Aluminum Image II 16"wide,nom 0.032"thick (min.)aluminum concealed fastener roof panel over min 19/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 3.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/-195.0 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" FL11560 R2 AE EvaluationReportC2009 3.pdf o.c., 104.7 psf at fastener spacing of 6"o.c.and 195.0 psf Created by Independent Third Party: Yes at fastener spacing of 6"o.c.with support strap. 11560.4 Image II Min. 26 ga., max. 16"wide standing seam roof panel over min. 15/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 4.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/-84.25 Evaluation Reports Other: Uplift load of 84.25 psf at fastener spacing of 24" FL11560 R2 AE EvaluationReoortC2009 4.odf o.c. Created by Independent Third Party:Yes 11560.5 Image II Min. 26 ga., max. 16"wide standing seam roof panel over min. 19/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 5.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/-139.1 Evaluation Reports Other:Uplift load of 84.25 psf @ fastener spacing of 24", FL11560 R2 AE EvaluationReoortC2009 5.pdf 102.7 psf @ fastener spacing of 6"and 139.1 psf @ fastener Created by Independent Third Party: Yes spacing of 6"with 3/8"bead adhesive in sidelap 11560.6 Magna-Loc Min. 24 ga., 16"wide standing seam roof panel over plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R2 II EvaluationReportC2009 6.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/-166.0 Evaluation Reports Other: Uplift load of 95.2 psf @ MC clip spacing of 30"o.c., FL11560 R2 AE EvaluationReportC2009 6.pdf 101.0 psf @ MC clip spacing of 15"o.c., 123.5 psf @ MC clip Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8 eDpZ1B... 3/3/2017 ? EVALUATION REPORT OF n METAL SALES MANUFACTURING CORPORATION 126 GA.IMAGE II PANEL' �^ ` FLORIDA BUILDING CODE 5TH EDITION(2014) FLORIDA yPRODUCT �APPROVAL F: { ROOFING Lf METAL ROOFING PreparedlFor• u Metal Sales Manufacturing Corporation 545 South 3rd Street,Suite 200 Louisville,KY 40202' Telephone: (542)8554300 Fax: (502)8554290 1 4 Prepared By: x=; Bala Sockaliugam,Ph.D.,P.E. Florida Professional Engineer#62240 12116 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 [�c S FAX: (866)366-1543 C.` u` G� This report consists of E Evaluation Report(2 Pages including cover) Iinstallation Details(1 Page) No 62240 Report No. 02009-4 Date:3.27.15 Wit, STATE OF -4U 0 ID 3,21,2� 5 f". FL 11560.4-R2 C2009-4 3.27.15 Page 2 of 2 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Image II 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. 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#8 x.2" long wood screws @ 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of 1/4". 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 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. Supporting Documents: • TAS 125 Test Reports Hurricane Test Laboratory, LLC HTL Report#: 0103-0714-09, Reporting Date 9/1/09 s owsm ar. cream er. 6S OS VlOT: MTE: ]/45/15 NEW UNDERLAYMENT SEE DETAIL 1 EXISTING SHINGLES MAX. 16" PANEL FASTENER ROOF PANEL (OPTIONAL) SPACING PER ALLOWABLE / PRESSURE TABLE. kMIN. InPLYWOOD UNDERLAYMENT MINIMUM ATTACHMENT: 15/32" THICK (MIN.) (OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS d TRUSS AT MAX. 24" O.C. SPACED O 6" O.C. IN THE FIELD o & @ 4" O.C. AT PLYWOOD EDGES v N �N TYPICAL PANEL INSTALLATION X—SECTION Ngo U }} lai Ri Q:J 00 M� I N MIN 26 GA. PANEL ALLOWABLE UPLIFT PRESSURE W x>o $9 �� ot FASTENER PRESSURE n SPACING (PSF) NEW UNDERLAYMENT (IN) #10 PANCAKE SCREWS ul m EXISTING SHINGLES24 84.25 J d I (OPTIONAL) w o „ R a a m W Som r�N N EXISTING UNDERLAYMENT J GENERAL NOTES: 3 - w (OPTIONAL) PLYWOOD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE o DETAIL 15/32"THICK (MIN.) 2, ROOF PANELS FLORIDA BUILDING ARE SHDALL FBE)MIN. 26 GA. MAX. EFFECTIVE COVERING WIDTH OF o PANEL = 16". 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 ALLOWABLE WIND LOADS 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. DRAWNG NON . 2009-4 PACE NO. OF