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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGr BCIS Home ' Log In I User Product Apw_al Menq>Pr FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Re Address/Phone/Email a Hot Topic Submit Surcharge ; Stats & Facts Publications 1 FBC Staff "; BCIS Site Map Links Search > Application List > Application Detail Four Seasons Building Products 7815 American Way Groveland, FL 34736 (352) 787-7766 bkaufmann@fourseasonsbp.com Bill Kaufmann bkaufmann@fourseasonsbp.com Bill Kaufmann 7815 american Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.com BILL KAUFMANN 7815 AMERICAN WAY GROVELAND, FL 34736 (352) 787-7766 Ext227 bkaufmann@metalsusa.com Category Roofing Subcategory Metal Roofing, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer s Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/16/2020 Validated By CBUCK Engineering •' Validation Checklist - Hardcopy Received Certificate of Independence FL18464 R1 COI certificate of indeoendencepOf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504 1507.4 1609 C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 1 _ f 10/20/2017 10/20/2017 10/26/2017 j 12/12/2017 1 FL # Model, Number or Name Description 18464.1 Rhino Steel Riser pan and Twin Vee Steel roof panels for outdoor patio products. residential or panels ; commercial patio covers, carports, screen rooms, awnings, canopies,walkway covers, sheds Limits of Use Installation Instructions Approved for use in HVHZ: No f FL18464 R1 II 2017 Four Seasons Steel Rhino Panels Install DWG.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Steven Moraga 64609 Design Pressure: N/A Created by Independent Third Party: Yes Other: see installation instructions for span tables Evaluation Reports FL18464,_RS__AE..._20.17_Four Seasons_Rhino„Panel. Evaluation Report,pdf j Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copvrial J: 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 public -records request, do not sendelectronic 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 under Chapter 455, F.S..must provide the Department with an email address if they have one. The entails 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 whicti can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® tu' Credit Card Safe securI"T;'££RiGS FOUR SEASONS - - T >I _ I LOCK PANELS TO INSTALL 3" RHINO PAN PANELS Exposure B ASCE 7-10 Ultimate Design Pressure Spari Table OPEN STRUCTURES Wind Speed Design Pressure 0.019" span (ft) 110 18.4 12.68 120 21.2 11.94 130 24.8 11.38 140 28.8 11.00 33.0 10.60 160 1 37.5 10.17 Exposure B JASCE 7-10 Ultimate Design Pressure Span Table ENCLOSED(ATTACHED)STRUCTURES Wind Speed Design Pressure 0.019" span (ft) E. 110 19.0 12.49 120 22.6 11.82 130 26.5 11.27 a 140 30.8 10.81 150 35.3 10.38 160 40.2 9.92 PRODUCT APPROVAL, (DETA.MS: " • BLF)G CODE-: 2017 FLORIDA BUILDING CODE D ❑ K I M • HVHZ: NOT FOR USE IN HVHZ S, ASSOCIATES, LLC • LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N 13 -CARPORTS S T R U CT U R AL -PATIO COVERS ENGINEERS -SUNROOMS -SCREEN ENCLOSURES PO BOX 10039 -CANOPIES Tampa. FL 33679 -OTHER SIMILAR MINOR STRUCTURES Notes: RevlDate Description - 1. Steel roof panels shall be of Grade 40AZ 50 Galvalume Steel or approved equal. o_ .17 Issu6o 2. Roof panel metal thickness tested: nominal 0.019". 3. Product materials conform to ASTM A653. _ ► 4. All inside bend radii are 0.047 unless otherwise noted. ' 5. Standard Manufacturing Tolerances: Dimension + / - 0.005 Radius +/- .005 Angle +/- 1 ° - 6. Product test report for 0.019" Thickness Rolled 3" Riser Roof Panels, Test Report No.: F7038.01401-44, June 27, 2016. ASTM E330/E33OM-14. Architectural Testing, Inc, an Intertek of company, 2250 Massaro Blvd., Tampa, FL 33619. w = 7. All product performance specifications and construction requirements shall be engineered by a no F - ___- ------ -- T. licensed design professional in accordance AISC Steel Construction Manual and Wind resistance o 3 � W for conformance to FBC Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30 0- w for Roof Components and Cladding for Enclosed and Open Structures. Effective area for wind load. a' 7 calculations based on 36 sq. feet (absolute value of controlling design pressure is shown on span• a 0 0 -- - - tables). to 0 Di 8. Span schedule show maximum roof panel spans between supports. Max. span deflection limit L/60. rn W of 9. Mean roof height of structure shall not exceed 15 feet above grade. Span tables for open structures C 4 > based on 5° max. roof slope. Span tables for enclosed structures based on 27' max. roof slope. N cc LLO U w 10. Each roof panel shall be connected per design professional's instructions, but shall have min. of rn O 0 0� W � (3)-# 10 SMS w/neoprene gasket and washer at each support point (or other approved connection by o Z 4 Exposure C ASCE 7-10 Ultimate Design Pressure Span Table OPEN STRUCTURES Wind Speed Design Pressure 0.019" span (ft) 110 22.2 12.00 120 25.0 11.44 130 1 30.0 10.88 140 34.8 10.43 150 39.9 9.95 160 45.4 9.43 Exposure C JASCE 7-10 Ultimate Design Pressure Span Table ENCLOSED(ATTACHED)STRUCTURES Wind Speed Design Pressure 0.019" span (ft) 110 23.0 11.74 120 27.3 11.14 130 32.1 10.69 140 37.3 10.19 150 42.7 9.68 160 1 48.6 9.16 LL_00. a.. z za �WU) W 0 0 ofU If 0 0 W WW < z O U) 2 DRAWN BY: DYK CHECKED BY: WN SCALE: ASSHOWN DATE: 3N 611C- - DO YEON KIM• P.E. SY FLA. REG. NUMBER 494A - - DO KIM 8 ASSOCIATE S,WCC 0 S-Z9## 26887 _ 'U a� Pal�d3 L D�P,, This item has been electronically signed and - ©n/A L sealed by Do Y. Kim, PE on this date using a Digital . . . - Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 2017.10.18 10:24:47-04'00' Drawing No. - 340316 SHEET 1OF2 FOUR SEASONS EEO Bu117-DING , f IODUCa LOCK PANELS TO -INSTALL s -. - - -- ---- 12.661" - - - - i 0.151 " !� - - 0.947" 0.236" -- - - 0.995" - N co - - 0.725" - 0.750" C� - - --0 .0981, - 1 0.247" CD 0.130" -- - - - 0.175" CICtoO �9D �- - 1.027" N " - - 0.350rr 0 0.350" - --. � - 0.093" t` - - --- r TYP- -- 1.480" 1.895" -- -- 2.207" --- 2.207" - - 1.895" 1.536" -- -- -- ---- --- 11.920" -- - -- -- -- - 2.5" RHINO -TWIN VEE PANELS Exposure B JASCE 7-10 Ultimate Design Pressure Span Table OPEN STRUCTURES Wind Speed Design Pressure 0.019" span (ft) 0.024" span (ft) 110 18.4 11.37 13.09 120 21.2 10.71 12.32 130 24.8 10.21 11.75 140 28.8 9.87 11.36 150 33.0 9.51 10.94 160 1 .37.5 9.12 10.50 Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table ENCLOSED(ATTACHED)STRUCTURES Wind Speed Design Pressure 0.019" span (ft) 0.024" span (ft) 110 19.0 11.08 12.94 k 120 22.6 10.49 12.25 130 26.5 10.00 11.68 140 30.8 9.59 11.20 150 35.3 9.21 10.76 160 40.2 8.80 10.28 Exposure C ASCE 7-10 Ultimate Design Pressure Span Table OPEN STRUCTURES Wind Speed Design Pressure 0.019" span (ft) 0.024" span (ft) 110 22.2 11.23 12.92 120 25.0 10.71 12.32 130 30.0 10.18 11.72 140 34.8 9.76 11.23 150 39.9 9.31 10.71 .160 45.4 1 8.82 10.15 Exposure C ASCE 7-10 Ultimate Design Pressure Span Table ENCLOSED(ATTACHED)STRUCTURES Wind Speed Design Pressure 0.019" span (ft) 0.024" span (ft) 110 23.0 10.95 12.79 120 27.3 10.39 12.14 130 32.1 9.98 11.66 140 37.3 9.51 11.10 150 42.7 1 9.03 1 10.55 160 48.6 1 8.55 1 9.99 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 RevJDale Description__ _0 ISSUED -0 (n W IL W w ofF- 0 00 LL m m wit 0 Q j 0 a0� ULLI rn O0x 3 �~H Q LL O 0 a " --- - --- - P: ? ui Of zof Of I U) W U W a. 0 J CO WofZ U O U CHECKED BY: DVK SCALE: AS SHONM DATE: 3/16/14 BOO \GENk Do YrI59 KIM. P.E. _ FLA. REG. NUMBER 49,497 .15 a = 50 "D DO KIM 8 ASSOCIATES: CA# 26887 ' ��. TUBOX 10039 .This item has been electronically signed and tSsi.' FiTV ti tv � 3�677 sealed by Do Y.Kim, PE on this date using a Digitai'., 70NAL Signature. Printed copies of this document are not riiir _ considered signed and sealed and the signature _ must be verified on any electronic copies. 2017.10.18 1024:32-04'00' Drawing No. - 340316 SHEET 20F2