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Product Approval Menu > Product or Application Search > A 3 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method SCMNE® BY I Luce C ilt Surcharge ; Stats & Fads Publications FBC Staff BCIS Site Map Links Search tion List > Application Detail FL75G�1-Et-Et' Revision 2017 Approved Elit rninu i:Corporation 4650 Lyons TecKiiology-Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com F ofing oducts;Introduce'd.as�a;,lZesulkrdf.=Ne hnology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .71 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 12/30/2022 Validated By CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence j FL7561 R4 COI Certof Independence,odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By He Copy Sections from the Code 1709.2 Product Approval Methol Date Submitted Date Validated Date Pending FBC Apprc Date Approved Summary of Products Method 2 Option B 08/15/2017 .08/16/2017 08/20/2017 10/10/2017 FL # Model, Number or Name Description 75fi1'1 �A: rrme— Aluminum/Alunjih�umnp site r 3"/4"/6"x0.024"x1lb EPS Composite Panel, P_a_nels 3"/4"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in Approved for use outside HVHZ: Yes HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Coro -Install Instruct.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 tc be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless Impact protection FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.odf Created by Independent Third Party: Yes is provided. See installation drawing for nominal allowable design pressures and spans. The State of Florida is an Under Florida law, email ad electronic mall to this entity. Section 455.275(1), Florida St they have one. The emails pr supply a personal address, plea: Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 kA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen Iresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to tutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if �vided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to 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: R e Dee, In • s �cur�rn31�-rncs' ELITE PANEL SPAN TABLES: NET I MAX. ALLOWABLE SPAN (FT) BLE ALLOWA LOAD (PSF)I 1 L/80TL/120 I L/180 L/240 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 L/180 L/240 IO I9.00 1 19.00 17.17 16.53 20 15.01 13ol 1501 13.93 30 1250 12.59 I2.50 lI 8 40 10.9r 10.97 im." Roo 30 9.512 9.92 %44 6.22 60 9.13 9.13 751 3.64 70 0.52 8.52 550 1.07 BO 8.02 8.02 3.64 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD <PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 21U0 2124 1 21.47 2025 20 10.06 18.06 IB1U6 I8106 30 15.13 15.17 IS13 1513 40 13.34 13.34 13.34 13.34 50 IF IQ IP-10 I210 10.91 60 I1.17 I1,17 I1*17 8,43 ]0 10.44 IOA4 10.30 5.95 e6 9.B3 9.83 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)I MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 L/240 10 17.30 1 17.50 j 16.91 15.96 20 16.64 15.96 14.06 1116 30 15.17 14.06 11.21 8.36 40 L3.69 12.16 8.36 4.56 50 12.22 Wail S51 0.76 60 I0.75 8.36 2.66 70 51.27 6.46 - - 8o 7.80 4.56 - - 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 20.50 1 20.50 20.11 19.24 20 19.61 19.24 17.49 13.74 30 18.17 I7.49 J, 4 40 16.72 15.74 12.24 50 1:126 13.99 9.62 11.75 60 0.94 12.24 7.00 70 I2.40 10.49 4.3380 I0.95 8.74 475 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN-CHARTST NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 24.00 1 24.40 24.00 23.42 eo 23.34 23.21 2L82 20.22 30 22.10 21.63 19.42t4.22 2 40 29.96 20.05 17.02 250 19.62 10.47 I4.62260 18.38 I6.89 12.22 70 17.14 15.30 9.82 19.91 I7J2 7.42 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/60 L/120 L/180 L/240 10 19.33 18.95 1821 17.66 20 18.11 1 17,66 16.36 15106 30 16.80 16.36 14.41 12.46 40 15A9 15a6 I; 9.86 50 14.10 13.76 1051 7.26 60 12.97 12AG 8.57 4.67 70 11.57 ILl6 6.62 2.07 80 10.26 9.86 4.67 4' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT) L/80 L/120 I L/180 L/240 10 21.97 21.97 1 2152 20.97 20 20.77 20.77 1926 18.76 30 19.57 1957 18.21 16.55 40 18.36 15.36 16.55 14.34 30 17.16 17.16 14.89 12.13 60 15.96 15.96 1324 9.93 70 14.75 14.75 11.58 7J2 Do 13.55 055 9.93 3.5I 6' x 0.024 x 2 - LB EPS PANELS (ALTO WABEE-CLEAR-SPAN-CIfiARTS)- NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 IO 23.93 23.93 23.60 23.60 20 23.20 23.20 23.03 22AS 30 22.47 22.47 22.10 21.33 40 21.75 2IJ5 21.33 20.20 50 21.02 2L02 20.49 19.07 60 20.29 20.29 191G4 17.94 70 I9.57 19.57 18.79 1618l 80 18.84 18.84 17.94 15.68 GENERAL NOTES I. Composite panels shall he constructed using type 3003.11154 aluminum facings, 1 or 2 PCP ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 20201) ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UI. 1715 (int) class V (ext) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance vrith the retfuiremenls orthe Florida Building Cade 6i1 Edition (PDC), composite panels comply with Chapter 7 Section 720. Chapter 8 Section $03, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments Shall he 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 linrhs and allowable spans have been listed Bo meet PIIC including the I] V117... In IIVII7_ this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVII7 requirements are Inel. 6. Safely t4cITgtW.0 has been used to develop allowable loads and spans liom testing in accordance to the Guidelines For Aluminum Stftures Part 1 unit conforms to [be FEC Chapter 16 and 20. 7. Tesfing has4*2condueted in accordance to ASTM E72-05( Strength'resl of Panels for Building Consilvetion: 8. Reference t ports: HE71-O5-1988, HE11-06-2104, HETI-06-2066, HETI-06-2105. HETI-06-2067. HETI-05-1002, HETT- 06.3[07,11 . 05.1937.11ET1-06.2069. HET'1-06-2070. IIETI-06.2071.IIET'I.05-1994, HET'1-US-1991, IIE'rl-OG•2072. 11ETI-06-20�IET1-06-2074.IIETI.05-1996, IIETI-05-1989, I fEf1.05-1993, llrn-05-I983, IIETI-05-1995, IIETI-05- 1990, F11-,r1 05-,f.)97. IIB'11-05-2037, IIETI-05-2029. IIL'r1-05-2039, 1i871-05-2030, IIETI-05-204i, llL.I.I.OS-2048, HET1- 05-2036,1-1if 05.2031. H131'I-05-2038,11Gri-05-2065, llE"f1-05-2040,111 11-05-2042. 9. Linear intqMion shall be allowed for rtgurcs within die tables shown. 10. Panels wittVWeams 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 2a.11 20.03 I9.42 18.81 20 19.02 18.91 17.58 16.35 30 17.93 17.58 15.73 13.89 LIAO Ifi.73 13.89 1L43 15.74 15.12 I2.05 9.97 ill 14.64 13.89 I0.21 6.52 13.55 12.66 8.36 TO6 80 12.46 IL43 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 24J7 24.17 2447 2447 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 2401 40 2L51 2LSl 20.39 I8.9I 50 20.47 20.45 18.88 16.80 60 19.39 19.39 17.37 14.70 70 18.33 18.33 15.86 12.59 80 1726 17.26 14.35 10.49 6' x 0.030 x 2 - LB EPS PANELS -(-t-LOWABLE-CLE-AR-SPAN-CHARTS)- NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 t0 24.00 24.00 24.00 23.04 20 23.65 23.65 23,34 22.64 30 22.94 22.94 22.59 2L85 40 22.23 22.23 21.85 20.85 50 21.53 21.53 2LI0 19.86 60 20.82 20.82 20.36 18.87 70 20.11 20.11 19.61 I7.87 80 t9.40 19.40 18.87 I6.88 SEAL JOINT WITH CONTINUOUS CAULKING 0000 00000(i )0000000000( Uq BOTTOM FACINGS mT R O .KIN • ROcc -TION OPTIONAL GUTTER OR GRIP CAP SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) F000000o00000 za EPS CORE ILB OR 2LB 0000000 000�000�000-, no oDo0000 a ALUMINUM BOTTOM 60- s FACINGS 00C I O F�-CLEAR SPAN (U INSIDE TO INSIDE 00 O.H. 000C 0 ENGINEER OF RECORD TO PROVIDE 0 0 36' MAX IN FRONT 6 25Y FOR ROOF CONNECTIONS 6 A00 THICKNESS OF p SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000 OF PANEL WIDTH 8 SIDES THIS OR ANY OTHER ENGINEER PANEL SPAN, 00 (12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION DD KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa. FL 33679 Te4:(813)857-9955 RevJDat DBSuI BDI. % © X3 UEDF RF Emlon PRODUCi J Q O > J a W to 0 c 3 CL Y < O ^ W w F -�-IL-ram) -LZ � Li rn -j (L D O LL 2 2 U o Y C IL c Li W c 00i W �O I U W 7'§ Z3 u UZW F aoo �Q 1) U a -1 (n IL C, OQO (0 CL Ir W O J " LL! 1 CHECKED BY: DYK 1 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM S ASSOCIATES, LLC CA026887 PO BOX 10039 Tampa, FL 33679 Drawing No. - FL-1001 SHEET 1OF1