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HomeMy WebLinkAboutProduct Approvallorida Building Code Online Page 1 of 2 Fllida �k Product Approval ® USER: Public User d H�i3i r, Km Pr9duct Approval Menu > Product or Application Search > Application List > Application Detail • ry FL # FL7561-113 EIR Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (9 54) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner, P.E. @ CBUCK, Inc. © Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Independence nd Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By, J Sections from the Code 1709.2 f+� hqs://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017 Vlorida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Date Revised 08/15/2017 Summary of Products FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Approved for use outside HVHZ: Yes Dwa.odf Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.12df design pressures and spans. Created by Independent Third Party: Yes Bads Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1024 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: flefund 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 send electronic 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 Chapter455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: rm ® ® Ea hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017 ELITE PANEL SPAN TABLES 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 16.17 15.76 15.03 14.10 20 1244 73.44 1222 1025 30 10.78 10.78 9.41 40 922 922 6.60 50 8.17 8.17 3.79 60 7.40 6.39 0.98 185 70 6.91 4.51 BO 633 . 2.64 4' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 I L/180 IJP4n 6' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23,00 21.24 21.47 20.95 20 18.06 18.06 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 1334 50 12.10 12.10 12.10 I0.91 60 11.17 11.17 11.17 8.43 70 10.44 IOA4 10.30 5.95 80 9.85 9.85 8.43 3.47 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80' L/120 L/180 L/240 10 1750 17.50 16.91 15.96 20 16.64 15,96 14.06 12.16 30 15.17 14.06 1L21 13.69 12.16 0.36 Be 1222 1026 5.51 60 10.75 8.36 266 M3,140 70 9.27 646 B0 721) 4.56 4' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 I/P4n 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.42 20 23.34 23.21 21.82 2022 30 22.10 21.63 19.42 17.02 40 20.86 20.05 17.02 13.82 50 19.62 18.47 14.62 10.62 60 18.38 16.89 12.22 7.42 70 17,14 15.31 9,82 4.22 80 15.91 13.72 7A2 Llle 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 L/240 10 19.33 18.95 18.31 17.66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 1246 40 15.49 15.06 12.46 9.86 50 14.18 13.76 10.51 7.26 60 12.07 12.46 8.57 4.67 70 11.57 11.16 6.62 2.07 BD 10.26 9.86 4.67 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 21.97 21.97 2152 TO.97 20 20.77 20.77 19.86 1e.76 30 19.57 19.57 1821 16.55 40 1 B.36 18.36 1655 14.34 50 17.16 17.16 14.89 12.13 60 15.96 15.96 13.24 9.93 70 14.75 14.75 11-98 7.72 80 13-95 13.55 9.93 5.51 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.93 23.93 23.0 23.60 20 23.20 93.20 23.03 22.46 30 22.47 22.47 22.18 21.33 40 21.75 21.75 2133 20.20 50 21.02 21.02 20.49 19.07 60 2029 2029 19.64 16el 70 19.57 1957 18.79 I6. 80 18.84 18.84 17.94 15.68 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roofpanels maintain a UL 1715 (int) class'B' (ext) rating and arc NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Code 51h Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HV HZ. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ ulrements ern meL 6. a ety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for �i in Structures Part 1 and conforms to the FBC Chapter 16 and 20. 7.hm2 ting has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8.Meference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI.06-2067, HETI-05-1002, HETI- 06-2107, HETI-05-1987, HE71.06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, TiETI-05-1991, HETI-06-2072, TT-06-2073, HETI-06.2074, HETI-05-1996, HETI-05-1989, 14ETI-05-1993, HE1T-05-1985, HETI-05-1995, HETI-05- I 0, HETI-054997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- (Z�5-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. R;rflinear interpolation shall be allowed for figures within the tables shown. T7 els with ran beams shall be considered equivalent to similar panels without fan beams. Design professionals may include SEAL JOINT WITH CONTINUOUS CAULKING -f 0000 OOOOO(1 iu )OOCOOOOOOOC ao BOTTOM FACINGS INTERLOCKING CROSS SECTION 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN <FT) L/80 L/120 L/180 L/240 10 20.11 20.03 19.42 1B.BI 20 19.02 IB81 17.5E 16.35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 I3.89 11.43 50 15.74 1512 12,05 0.97 60 14.64 13.89 1021 6.52 70 13.55 12.66 8.36 4.06 80 12.46 11.43 6.52 1.60 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.17 24.17 24.17 24.17 20 23.64 23,64 23.41 23.11 3D 22.57 22.57 21.90 21DI 4021.51 21.51 20.39 18.91 50 20.45 211AS la.aa 16A0 60 19.39 19.39 17.37 14.70 70 1833 18.33 15.86 1259 BO 1726 17.26 14.35 10.49 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.94 30 22.94 22.94 2259 2125 40 2223 2223 21.85 2D.85 50 21.57 21.53 21.I0 19.86 60 20.82 20.82 2036 I8.B7 70 20.11 20.11 1961 17.87 a0 ]9.40 19A0 18.87 16.88 SLOPE I oe cA% WIDTH PoPo�oPo Po o -a EPS CORE ILB OR 2LB O--O"O"On ALUMINUM BOTTOM I Oo I FACINGS 000 F�-CLEAR SPAN (U INSIDE TO ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS 6 SUPPORTING STRUCTURE DETAIL BY THIS OR ANY OTHER ENGINEER. INSIDE ADO THICKNESS OF WALL FOR TOTAL PANEL SPAN, DO 0 000 o0 00c 00 O.H. ; 36- MAX IN FRONT 6 25% OF PANEL WIDTH 8 SIDES f12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION D❑ KIM b ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO BOX 1D039 Tampa, FL 33679 Tel; (813) 857-9955 flat ISSUEDAPPROFOR PROOUCT 3We VAL n aR4 ISSUED FOR 2007 © ISSUED FOR 2010"C PROOUer APPROVAL Ym SSUED FOR Far S. © A13 E40a PROOUR APPROVAL m c() 0 to LDdori o ro F-L0 0 LL (-) O Y 7 E ID U ` NFU c D J 0d O WDi U, to It Na I(0 BOX 6TATLTOPpa, Ft J U) > 0 [Y aas W U) �U mmir 0 M (L U;�W W50 U Z22< a=...IIy O¢O Wit W Q 1, Drawing No. - FL-10D1 SHEET 1 OF 1