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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online I Page 1 of 2 r SCANNED Lim � ° �"'��Lr In' � ®gyp ®`dam, � j { eSt N.�VI'! ie VJO�. my� � ��., h Y/F. fork y - bfida rDeµitfvi f BCIS Home Log In User Registration 1 Hot Topics Submit Surcharge j Slats & Fads Publications j FBC Staff j BCIS Site Map i Links ! search j �'2'51 � �,.rQaI 1MIM Product Approval 1USER: Public User Regulation Product Approval Menu > Pmdud or Application Search > Application' List > Application Detail FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status j Approved I Comments i j Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net I Authorized Signature Do Kim dk@dokimengineering.net Technical Representative i Dan Cooke Address/Phone/Emall 1801 NW 64th Street i R. 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 (A 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 R1 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI CertofIndenendence.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlfied By Sections from the Code 1709.2 ---' File Copy 7 /0/nn1 G Florida Building Code Online Page 2 of 2 Product Approval Method I I Method 2 Option B Date Submitted 04/30/2015 j Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 j Summary of Products I FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel, Panels 3"/4"/6"x0.032xllb 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 171-7561-113 2014 FBC Installation Dwa.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 i Other:. In HVHZ, not to be used in structures considered Created by Independent Third Party: Yes 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.odf design pressures and spans. Created by Independent Third Party: Yes Bark Next Contact Us :: 1940 North Monroe Street, Tallahassee,FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyrlaht 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 mall. 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: sccurit, �etr:-r arur 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/BO L/120 V180 L/240 10 1617 1 15.76 1523 14JO 20 1144 I 1144 LP-22 1035 30 M78 10.78 9.41 &60 40 922 922 &60 .P85 50 817 8.17 3.79 60 7A0 629 0.99 70 631 4.51 80 633 264 4' 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 V180 L/240 10 1900 1 1900 1747 1653 20 1501 ]SD1 I501 M95 30 1250 1250 1250 "a -00 IM97 10.97 10.97 8.80 50 9.92 9.92 9.44 622 60 913 913 7.91 3.64 70 852 8.52 558 L07 822 802 364 - 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD CPSF)1 L/80 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 L/24n 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/180 L/240 10 2050 2D50 20.11 1924 20 19.61 1924 17.49 L%74 30 1847 17A9 14.37 IMZ24 40 16.72 15.74 1224 B.74 5D 1528 13.99 9"2 525 6D 1384 1224 7D0 L75 70 12.40 10.49 4.38 - 80 10.95 8.74 L75 6' x 0.032 x 1-= LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF71 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 2400 24D0 23.42 20 2324 21al 21.82 20.2E 30 2210 aL63 19.4E 17.D2 40 2086 20.05 17.D2 118E 50 1962 IB.47 14.62 10.6E 60 1838 1689 122E 7AP. 70 1714 1530 %B2 42E BD 1591 13.7E 7.42 L02 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/8D L/120 I L/180 L/240 10 19,33 18.95 1831 17.66 20 1811 1766 1636 15D6 30 16.80 16-16 14.41 12A6 40 M49 15.06 12.46 986 50 141B 13.76 lOSI 7.26 60 1287 12.46 8.57 4.67 70 1157 1116 662 2D7 80 1026 986 467 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I V80 I L/120 I L/IS[ L/P4n 6' x _0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR -SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 L/240 1D 23.93 M93 2328 2360 20 23.20 2320 23.03 22 46 30 2247 22.47 2? is 2133 40 21.75 EL75 2133 2020 50 aLaa 2LDa a0.49 19.07 60 2029 2029 1964 17.94 70 1957 1957 18.79 1681 Bo 18.84 1884 17.94 13.68 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or PCF AST1N1 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 3 UL 1715 (int) class'B' (c t) rating and areNER-501 approved. 3. This specification has been designed and slit) be fabricated in accordance with the requirements of the Florida Building Code 5" 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 desimer 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 HVHZ. In.HV-HZ, 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. Safety factor of2.0 has been use to develop allowable loads and spans firm 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 ASTNI L•72-05: Strength Test ofPanels for Building Construction. S. Reference test reports. HETI-05-1988, HETI-06-2104. HETI-06-2066, HM-06 2105, HETI-06-3067, HETI-05-1002. HETI- 06-2107. HETI-05-1987, HETI-06-2069, HETI-06-2070. I-I'M-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-^_072, HETI-06-2073, HETI.06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HEfl-05-1985, HETI-05-1995. HETI-05-. 1990, HETI-05-1997, HETI-05-2037, HETI-05029, HETI-05-:2639, HETI-05-2030. HETI-05-2041, HETI.O5-'_0.18, HETI- 05-2036, HETI-05-2031. HETF05-2035, 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 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 2012 R103 19.42 IBM 20 19.02 18.91 17M 16.33 30 17.93 1758 15.73 13.89 40 1683 1635 1389 1L43 50 15.74 15.12 12.05- R97 60 14.64 1389 10.21 6.52 7D 1355 1266 a36 4.06 8D 12AS 1L43 652 LSD 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 V120 L/180 V240 10 24.17 2417 24.17 2417 20 2364 Z3.64 2141 23M 30 2257 22.57 M90 21D1 40 21-91 a151 2D39 18.91 50 20.45 20.45 1828 16.80 60 1939 1939 1737 14.70 70 33 1633 ]586 3259 80 172618 1726 1435 1049 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 l0 24.00 24,00 24M 2324 20 2363 23.65 2334 2224 30 22.94 22.94 22.59 2185 40 2223 22.23 2L&5 20B5 50 2153 2153 21.10 1986 60 2082 2082 2136 18.87 70 20.1a 20.11 19.61 17.a7 80 19.40 19.40 1887 16.88 SEAL JOINT WITH C13NTINUWS CAULKING z J 0000 000000 ) 0 0 0 0 0 0 0 0 0 0( H nnnnlBOTTOM FACINGS IM R n KIN• BOSS SEr'TtnN OPTIONAL GUTTER I SLOPE I 4' MAX VMT1/4'/ INTERLOCKING 1 PANEL (1/4'/FT MIN SLOPD SLOPE) ➢RIP CA I 'O'o2Ogog a EPS CORE ILB OR 2LB 0�02020 DO KIM & ASSOCIATES, LLC CONSULTINI3 STR U CTU RA L ENGINEERS PO BOX IM39 Tampq Ft. 33679 Tat (813) a57A955 Yin I Li9UFDFOR PRODUCT A'4 APPROVAL arm ¢cum wR m07 0 moe PRODUcrAPPRovAL am ra6U®FCReD oz B ID�i PIrOCUCTAPPROVAL No. ALUMINUM BOTTOM " I4�i-mm,& FACINGSCLEAR SPAN N INSIDE TO INSIDEOR 0S BC ORIOENGINEER OF RECORD TO PROVIDEFOR RGIff C@1NECTICNS & ADD TH- MAX IN FRONT 6 25/. rS�A1SUPPORTING STRUCTURE DETAIL BY MALLF PANEL VmTN @ SIDES,YA�..THIS OR ANY OTHER ENGINEER. P' MAX AT SIDES) Q (8 J Q W CL d c- Z 2 W � H U z_ p Jo.. J¢W Lu Of U?� � � Q aO J f!J LL ¢ Q OL W Q U- Drawing No. - FL-1001 EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 OF