Loading...
HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online Page 1 of 2 s Buslllne�ss & �>�afess!+raPeult�rr ms ; ►, °nu?. �f.. AN¢tli b 6bPlint�ibtbl7s ,rbiiiRttidOEF MIET-2151W logo Florida Product Approval i - USER: Public User y� L� tz�ttm Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ci Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email 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 © 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. R Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Indeoendence.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 .F ®p https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017 Florida Building Code Online Page 2 of 2 I.; 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 Approved for use outside HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwg.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.Ddf design pressures and spans. I 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. Copyright 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 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 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., please click bgm. Product Approval Accepts: M V ® eCtiecR Credit Card Safe File Copy https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 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 L/2401 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/812 I L/120 I L/180 I L/240 3' 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 L/240 4' 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/160 L/240 10 20,50 20.50 20.11 19.24 20 19.61 1924 17.49 15.74 30 18.17 17.49 14.87M12.2440 16.72 15.74 12.2450 15.28 13.99 9.6260 13.84 12.24 7.0070 12.40 10.49 4.3880 10.95 8.74 1.75 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 to 24.00 24.00 24.00 23.42 20 23.34 23.21 2LB2 20.22 22.10 21.63 19A2 17.02 20.86 20.05 17.02 13.82 19.62 18.47 14.62 10.6218.38 M40 16.89 12.22 7.42 17.14 15.30 9.82 4.22 15.91 13.72 7.42 1.02 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)t I L/eO 1 1/120 1 1_/180 L/240 4' x 0.024 x 2 - 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 L/240 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/I80 L/240 ID 23.93 23.93 23.88 23.60 20 23.20 23.20 23.03 22.46 30 22,17 22,41 22,18 21.33 40 2L75 21.75 21.33 2020 50 2142 21.02 20.49 19.07 60 20.29 2029 19.64 17.94 70 19.57 19.57 18.79 16.81 80 18.84 18.84 17.94 15.68 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H154 aluminum facings, I 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 roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 3. ]'his specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 5i6 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 5. �combinations) using the data from the allowable loads tables and spans in this approval. ection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used 11 tructures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ Irements are met. 6. ety factor of2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for � minum Structures Part I and conforms to the FBC Chapter 16 and 20. 7, ( a ting has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8.� a¢ erence test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HET]-06-2067, HETI-05-I002, HETI- -2107, HETrOS-I987, H6TI-06 2069, HETI-06 2070, HETI-06-2071, HETI OS-1994, HETI-OS-1991, HETI-06 2072, j 1-06-2073, HETI-06-2074, HETI-05-1996, HFTI-05-1989, HETI-05-1993, HE I-05-1985, HETI-05-1995, HETI-05- �, ,90, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-204I, FIETI-05-2048, HETI- 03-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength ofthe fan beam to exceed shown figures as part of site -specific engineering. 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 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 30 22.57 22.57 2L90 40 21.51 21.51 20.39 50 20.45 20.45 18.88 60 19.39 19.39 17.37 A1211'O9'1 0 18.33 18.33 15.86 17.26 17.26 14.33 6' x 0,030 x 2 - 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 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 L2.59 2LBS 40 22.23 22.23 21.85 20.85 50 21.53 21.53 21.10 19.86 60 20.82 20.82 20.36 18.87 7D 2111 20.11 19.61 17.87 80 19.40 19.40 18.87 16.88 SEAL JOINT WITH CONTINUOUS CAULKING 0000 000000 � )OOOOOOOOOO(00 ao BOTTOM FACINGS INTERLOCKING CROSS SECTION U SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) �F 00000000 c W EPS CORE ILB OR 2LB O 0 0000 0000 0 0 ALUMINUM BOTTOM d a 00 II FACINGS O0 Fes- CLEAR SPAN (L) INSIDE TO INSI➢E 20 U-0- 7ENGINEER OFRECORD TO PROVIDE 36' MAX IN FRONT 6 25% FOR ROOFCONNECTIONS 6 ADD THICKNESS OFSUPPORTING STRUCTURE DETAIL BY WALL FOR TOTALOF PANEL WIDTH 8 SIDES THIS OR ANY OTHER ENGINEER. PANEL SPANS(12' MAX AT SIDES) EPS ROOF PANEU SPAN DESCRIPTION D❑ KIM & ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa. FL 33679 Tel: (813) 857-9955 4mi IaSUWFORPRODUCT 2008 APPROVAL am ISSUED FOR 2W7 a100 PRDDUDTAPPROVAL © m ISSUED FOR 2010 FBC 2 PRODUCFAPPROVAL Q m SUED FOR FBC SN » FAtlm PRODUCT s APPROVAL tU O Y n CD O d M 0 0 LLL. U o Y c E U O1 cF6 E C O J O WLU CO C J CD -J > J Q W aza W N Q � U z 00Z)d UQW U-1 cc U Z UU 0�Q 0Ja) LL N a Of W 0 J Y. '�CENSF''ti"� Na.47(EON •' J1 FLA. NU 4 ` DL�SOCIA :Llj /1Q OCA Box 100�, STATBrOPpa, FL 3�Dj� -25-15 Drawing No. - FL-1001 SHEET 1OF1