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Staff BCIS Site Map `C�7lT FfITU fe p Product Approval USER: Public User LUC 6/Jtp6l��lg6, Product Approval Menu > Product or Application Search > Application List > Application Detail _ h' V. 4 FL # FL756:1zR4`- yf>`g eC Application Type Revision Code Version 20r17''t Application Status Approved Comments Archived Product Manufacturer te;AluminumpCorpbrafion„�--'f 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 Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elltealuminum.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 W 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 A Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL7561 R4 COI- Cert of lndeoendence.Ddf Sections from the Code 1709.2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval 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 -7.56r lrl Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, I 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 I1 2017 FBC-Elite Aluminum Coro -Install Instruct.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 16115 unless impact protection Is provided. See installation drawing for nl minal allowable FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf Created by Independent Third Party: Yes design pressures and spans. Back Next Contact Us :: The State of Florida is an AA/EEO employer. Col :: 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. 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Product Approval Accepts: Mr. W1 ® RE 'S Credh Card Safe � IlII 1111 III IIINi ELITE PANEL SPAN TABLES: 4' 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/160 L/240 10 19.00 19.00 17.17 16.53 20 13.01 Oat man 13.95 30 1250 12.50 12.50 1138 40 10.97 10.97 10.97 8.80 7a 7.92 9.92 9.44 622 60 9.13 9.13 751 3.64 7a 0.52 fist 5.50 1.07 80 9.02 0.02 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 2ao0 2124 21.47 20.95 20 I9A6 I11106 18,06 IBA6 30 1543 eltz) 15.13 ISO 40 1334 13.34 1334 1334 50 IZ10 mho IZIO to.91 60 1147 U47 ILl7 fi.43 70 10.44 10.44 10.31 5.95 80 9.03 9.09 u.43 3.47 1. Net allowable loads ore permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3�r x 0032�x�T�T LB`.'EPS�AN6 _ ( L/-L�D.C/AHLE''`.CLEAR� P CHAR NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 -I9_ �17.70 17.30 16.91 13.96 AFOF ' 116.64= ra 15.96 14.06 12.16 30 15.17 14.06 11.21 8.36 40 13.69 12.16 0.36 4.56 50 12.22 10.26 5.51 0.76 60 10.75 8,36 2.66 70 9.27 6.46 - - 80 7.SO 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/I20-R4.38 L/240 10 20.50 20.50 19.24 20 19.61 19.24 19.74 30 18.17 17 449 12.24 40 L6.72 15.74 e.74 50 L3.28 13.99 3.25 6a E3.94 1224 L75 70 le.40 10.49 - ea 1035 8.74 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 1_/120 L/180 L/240 10 24.00 24.90 24.00 23.42 20 23.34 23.21 2IRE 20.22 30 22.10 21.63 19A2 7.02 40 20.96 20.05 I7.02 W.82 50 Oka IBA7 14,62 10.62 60 18.38 I6.89 12.22 7.a2 70 17.14 15.30 9.82 4.22 80 17.91 13.72 7.42 L02 3' 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 1933 18.97 1831 17b6 20 10.11 17,66 1636 15.06 30 1620 1636 14At 1E.46 40 15.49 1526 12.46 50 I .18 13.76 10.51 60 1227 12.46 8.97 J�; 70 11.57 ILI6 6.62 80 1026 9.86 4.67 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 - - - to - -207- . 21.97 _ 21.52 20.97 20 20.77 20.77 1956 le.76 30 1957 19.57 1821 16.55 00 1026 1836 1655 1434 70 17.16 17.16 14.09 IZ17 60 15.96 15.96 1324 9.97 ]0 14.75 14.75 IL58 7.72 fi0 1353 13.53 9.93 3.71 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 23.93 23.88 2a60 20 23.20 2a20 23.03 22. 66 30 22.47 22.47 2ZI8 21.33 41 21.75 21,75 21,33 2020 50 2IA2 2IA2 20.49 19,07 60 2029 2029 1964 17.94 70 1957 19.57 18.79 16.81 80 18.04 1834 17.94 15,68 GENERAL NOTES 1. Composite panels shall be constructed using type 300-11154 aluminum facings, I or 21'CF AS'1'M C-578 carpenter brand EPS ndhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fnbricalion to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a Ul, 1715 (int) class'l3' (east) rating and are NER-501 approved. 3. This specification has been designed and shall be lutbricated in accordance with the requirements of the Florida Building Code 611 Edition (FBC), composite panels comply wilt Chapter 7 Section 720. Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall he adhered to as required. 4. The designer shall detennine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data frmn the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to nice[ FBC including the HVH7... In IiV117_ this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the IIV117 requirements are met. 6. Surety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTA4 E72-05: Strength Test of Panels fin Iluilding Consinletiou. S. Reference test reports: 141111-05-1988, HETI-06-2104, I11311-06-2066, HETI-06-2105. H1311-06-2067, Hl I1-05-1002, HE1'l- 06.2107,1IET1-05.1987. HETI-06-2069. ❑ 311-06-2070,111 rl-06.201.11E1-1.05-1994, 1 JETI-05-1991, I IETI-06-2072. HETI-06-2073, IiETI-06-2074. TIETI-05-1996, HETI-05-1959, IiErl-05-I993, HETI-05-I985, I1ETI-05-1995. HETI-OS- 1990,11E'1'1-05-1997. HE 11­05m2037, H1;11-05-2029, I1Er1-05-2039. HETI-05-2030, IIE71-05-2041, Imri-OS-2048. HETI- 05-2036,1w-n-05-2031. lIC-11-05-2038, HEI'1-05-2065.1IEfl-U5-2040, IIITI'1-05-2042. 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 ran beams. Design prolissionals may include 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/lB0 L/240 to 20.t1 20.03 19.42 1611 20 L9.02 19.81 I7.58 L6.35 30 L7.93 L7.58 15.73 L7.89 40 16.63 L6.35 13.89 IL43 50 L5.74 15.12 12.05 0.97 60 14.64 lae9 10.21 6.52 70 13.35 L2.66 0.36 4.06 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)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 16 24.17 24.17 24.17 24.v -' --20-- - -23.64_ .. _ 23.64 23.41 23.11 30 22.57 22.57 21.90 2L.at 40 21.S1 21.S1 20.79 10.91 50 20.45 20A9 HIB8 I6.80 60 19.79 19.79 IT37 14,70 70 18.33 I8.33 L5.86 L2.59 80 L726 17.26 L4.39 I0.49 6' 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 I L/180 L/240 to 24.00 24.00 24.00 23.94 20 23.65 23.65 23.34 22.e4 30 22.94 22.94 22.59 21.85 40 22.23 22.23 2LS5 20.85 50 21.53 21.53 21.10 19.86 60 20,62 20.82 20.36 10.97 70 21131 20.11 19.61 I7.87 80 L9.40 19.40 18.87 16.80 SEAL JOINT WITH CONTINUOUS CAULKING 0000 OOOOOCT )OOOOOOO"Or a� BOTTOM FACINGS INTERLOCKING CROSS SECTION OPTIONAL GUTTER 0R GRIP CAP SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) I 'o o"o 0 �Oo000oo z EPS CORE ILB OR 2LB 0000000 '0.�O00002 vQg O�O�O�O„ DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 1D039 Tampa. FL 33679 Tel: (813) 857-9955 Re,jDatd Desal Don a1' OEOFOR F606N © m E4 .PRODUcr APPROVAL J J 0 > z IL c 3 Z a,.) a ,-1 Q m IfiCD 1-2U a0 w O 0rn� a?0 U o y 0 a- Et 0) UQW 7 U O) W � 0 -S- W 7 § c 77F- O o a) UO O J V) W toU t1CL ¢ 7 W 0 J LL DO YEON KIM, P.E. FLA. REG, NUMBER 4S497 ALUMINUM BOTTOM I O; DO KIM B ASSOCIATES, LLC I FACINGS O 0- PO CA026887 F�-CLEAR SPAN (U INSIDE TO INSIDE 00 PD e. FL 3369 O Tampa, FL 33879 000c 0 ENGINEER OF RECORD TO PROVIDE 0o rn,rtv.,m, .m e4p,wayvq�<4,M UW.e E7oor. FOR ROOF CONNECTIONS 6 A00 THICKNESS OF 00 3fi' MAX IN FRONT 6 25Y, NiRr[wnni 4,+r vm,y,0ge+is9�+me.vnmee ape SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000 OF PANEL WIDTH 8 SIDES N,N,400m u4nrna<om44N 9gne4n4u4,dme THIS OR ANY OTHER ENGINEER PANEL SPAN, 00 <l2' MAX AT SIDES) M17.0&161 n$-W7 4an+,.ia+nv.i«w�e Drawing No. - FL-1001 EPS ROOF PANEL/ SPAN DESCRIPTION I SHEET I OF 1