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HomeMy WebLinkAboutProduct Approval RoofingY .)Iorida Building Code Online" / Page 1 of 2 - H J •�. r.h"..nk vfida Depalimenl;' BCiS Home Log In User Registration i Hot Topics Submit Surcharge ) Stats & Facts } Publications I FBC Staff f BCIS Site Map f Links Search j Busines N Professi I 61ii'. Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail s e 'F s �. FL # FL7561-R3 Application Type Revisionj,4\fir Code Version 2014 >~y �.: •I �; '� [? "=° r. Application Status Approved Comments Archived 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 (954) 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 RJ 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 Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner, P.E. at CBUCK Engineering ,+, l Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Independence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 I IJorida Building Code Onlin(, 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 Summary of Products Page 2 of 2 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 Dwa•pdf Approved for use outside HVHZ: Yes 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 F17561-113 2014 FBC Is provided. See installation drawing for nominal allowable Eva uat•on.odf design pressures and spans. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FI, 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-recards 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 emalls 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 here. Product Approval Accepts: nMR SCCUTIt •!4L'T el4:P ..— .- - .... I . ... n ---rn ,T-.-.1)/0 PIn1L i v 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 ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 I IS17 1 15,76. 15D3 1A10 20 1144 1344 12.22 1035 30 IM78 10.78 9.41 6.60 40 922 922 6.60 P-85 50 817 817 3.79 60 7.40 629 %98 70 6.81 451 - - 60 633 2.64 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 6' x 0,024 x 1 - LB EP_S PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT> 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/ieO L/240 10 1750 17.50 1 16.91 la96 2D 16.64 1536 14.06 1216 30 1517 14.D6 r.21 836 QS9 1216 836L222 1026 551IM75 W70 836 2.66 %27 6.46 72D 456 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I L/RO I I /1pn I I /1RD 1 1 /P4o 6' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD CPSF)1 I L/RD I L/I9n I I./IRD I_/a4n 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE SPAN (FT) ALLOWABLE MAX. LOAD (PSF)1 I L/RO I L/125 I L/TAn Fi/P4n 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 30 21.97 2L97 2152 29.97 20 20.77 20.77 1936 39.76 3D 19.57 1957 1821 1655 40 2136 1836 1655 1434 50 17.16 1716 1489 - 12.13 60 15.96 IS96 1324 9.93 70 14.79 14.75 =8 7.72 U. 13.55 1355 9.93 S51 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.93 2393 2328 2260 20 23.20 2320 2343 22.46 30 EP-47 22.47 2219 2133 49 PL75 2L75 2133 2020 50 21.02 aim 20.49 19a7 60 2D29 20.29 1984 17.94 70 1957 19.57 18.79 I6.81 BO 1684 1. 1794 lsbe GENERAL i IOTES 1. Composite panels sluall 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. Fahrication to be by Elite panel products only in accordance with approved Fabrication methods. 2. Elite roof panels maintain a UL 1715 fint) class `B' (ext) rating and are NER-501 approved. 3_ This specification has been designed and shall be fabricated in accordancewith the requirements of the Florida Building Code 5" Edition (FBC), composite pastels 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 Cmciuding 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 HVHZ. 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 requirements are met. 6. Safely factor of2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTIN4 L•72-05: Strength Test of Panels for Building Construction. S. Reference test reports: HETI-05-1988, BETS-06-2104. HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107. HEfl-05-1987, HETI-06-2069, NETT-06-2070, I M-06-2071, HETI-05-1994, HEI•I-05-1991, HETI-06-2073, HETI-06-2073, HETI-06.2074, HETI-05-1996, HETI-05-1989. HER-05-1993, HEfl-05-1985, HETI-03-1995. HETI.03- I990. HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HET1-05-2030, HETI-05-2041, HETI-OS 2048, HETI- 05-2036, HEIT-05-2031, IIL-TI-05-2038, IIETI-05-2065, HEfl-05-264% HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables sho%%m. 10. Pancls with fan beams shall be considered equivalent to similar panels without ran beams. Design professionals may include die gmngth of the fan beam to exceed shown figures as pan of Site -specific engineering. 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.11 20.D3 19.42 1B.81 20 19♦2 - 18.81 17.38 1635 30 17.93 1758 15.73 13.89 40 1623 16.35 1389 IL43 50 15.74 15.12 12.05 8.97 60 14.64 13.89 1021 652 70 1355 12b6 836 4D6 80 12.46 1 n.43 652 L60' 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2447 2417 2417 24a7 20 23.64 23.64 a3.41 23M 30 2257 22.57 2190 40 2151 2151 20.39 50 20.43 RDA5 1828 6o 1939 1939 1737 jW41 70 1B33 IBM 15.86 80 1726 1726 1435 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 /180 L/240 10 24.00 2384 20 23.65 424"D24.DO 3.34 2284 30 22.94 P59 2L85 4D 2223 1.85 20.83 50 2153 21f0 19.86 60 2022 2082 20.36 18.87 70 20.11 2D11 19.61 17.87 80 IsAU L9.4D 1887 16.88 SEAL JOINT WITH CONTINUOUS CAULIONG -I 0000 000000 )OOOOOOOOOOC� BOTTOM FACINUS rNi R n KiN. .ROB SECTION OPTIONAL UTTER 0 Dw SLOPE4' INTERLOCKDIGPAT HIN SLOPDO- 000002a EPSOR 2LH 0000000y O O O O O O is0000000ALUMINUM BOTTOM I00FACINGS000CLEPR VINTERLOCIKING SPAN (U INSD)E TO INSI�O O.H.a000ENGINEER OF RECORD TO PROVIDE00FOR P.00F' C@1NECTI13NS & ADD OF 00 36' HRX IN FRONT & 2S/.VAAL SUPPORTING STRUCTURE DETAIL BY O OF PANEL VtDTH le SIDES 000 AN. OR ANY OTHER ENGDJEERO (12' MAX AT SIDES)THIS El KIM & AS 50 CIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampe, FL 336M Tit (813)&57A955 -I ISSUED FOR PRODUCT r"• ai APPROVAL e'30 ISSUED FOR MW © mp4 PROOUCTW ROVAL vm ISSUED FCR 2010FHC e 2mi pRDOUCryPPROVAL Q 7rD MS UFD FOfl FBC SV, m1e Eol4on PRODUCT APPROVAL T W O in 0 D mJ O O LL U o E - O C r Q 0 O y J O uJ in v No. 4M7CEON J Q � 7 u Q Z CL IIIU H 2 U O=ZC• O D a- U ¢ W of OUZ LU � � Q OJ CO U. Q 0 co it . W 0 JI 51 Orawulg No. - FL-1001 EPS ROOF PANED SPAN DESCRIPTION SHEET 1 O F I -