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Home My WebLink AboutPRODUCT APPROVAL ROOFING8/1/2018 Florida Building Code Online J _c VW i�afess�o"AU-41601aOWNA r E Product Approva4 a USER: Pu61ic User Product Approval Menu > Product or Application Search > Application List > Application Detail 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 FL7561-R4 Revision 2017 Approved X Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@doWimengineering.net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com B St. Lucie wanti/ Roofing Products -Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 ' Validated By James L. Buckner, P.E. @ CBUCK Engineering 40 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 .org/pr/pr app dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6sOHgAjmo%3d 112 8/1/2018 Product Approval Method Florida Building Code Online r Method 2 Option B v DaCe Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/15/2017 08/16/2017 08/20/2017 10/10/2017 FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb Panels 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 R4 II 2017 FBC-Elite Aluminum Corp -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 living Evaluation Reports areas per FBC Section 1616 unless impact protection is FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.pdf Created by Independent Third Party: Yes provided. See installation drawing for nominal allowable design pressures and spans. Back Plext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer..CODVright 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 emalis 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: lw' lc E] M '• sewrityhiETRICS' 2/2 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 I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 LABO L/240 10 16.17 15.76 15.03 14.10 20 1244 13744 12.22 1035 30 10.78 10.78 9.41 660 40 922 %e2 660 2.85 50 &17 6.17 3.79 - 60 7.40 639 0.98 70 6Bi 451 80 633 264 4' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19.00 1717 1653 20 15.01 15A1 13D1 13.93 30 12-90 1250 12-90 1139 40 10.97 l0s7 1037 ass 50 952 9192 9.44 622 GO 913 9.13 751 364 72 es2 6 a52 558 L07 80 9A2 3.64 6' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) 7/80 L/120 L/180 L/240 10 2340 2124 21.47 2085 20 18.06 18.06 I8A6 le,56 15 3. 131 3 40 13.34 13.34 1334 4 50 12.t0 WAO 1240 i 60 1L17 11.17 11.17 :3.47 70 10.44 10.44 3030 BO 9.85 %B3 0,43 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/120 L/180 L/240 t0 17.50 16.91 1596 20 15.96 14A6 1216 30 14A6 flat 836 40 V780 1216 0.36 456 50 1026 551 0.76 0 836 2.66 70 6.46 - 80 4.56 1- 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 I L/180 L/240 10 20.50 2050 tall IA24 20 19.61 19.24 17A9 IM74 30 1917 17,49 1487 12.24 40 16.72 15.74 1224 8.74 50 1528 13.99 9.62 545 60 1384 11124 7 00 L75 70 12,40 10.49 438 - 80 ID.95 & 4 1.7 6' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) 7/80 L/120 L/180 L/240 10 24.110 24.00 1 24.00 2342 20 2334 2182 2022 .2 40 EEE2321 20.86 M03 17A2 1382 50 19.62 18.47 1462 1062 60 IM38 16.69 1222 742 70 17.14 1330 9.82 422 80 1591 13.72 742 IA2 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF>' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1933 18.93 1831 17.66 20 tell 1766 1636 1506 30 16.00 16.36 5-41 1246 40 15.49 15,06 teA6 30 14.18 13.76 1051 0 IZ87 12A &57 M4,67 11.57 n1 2 80 30.26 9.86 4.67 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 21.97 21.97 2152 ZU97 20 20.77 20.77 1986 1a76 30 19.57 1957 1e21 I655 40 18.36 1836 1655 14.34 50 17.16 1746 1489 12.13 60 15 96 15.% 1324 9.93 70 14.73 14.73 11.5e 7.72 80 13.55 13 9.93 I 6' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF>' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.93 23.93 2388 23.60 20 2320 2320 23.03 22.46 30 2 -4 40 21.75 21.75 50 21A2 21B2 U17,9411468 60 2029 2029 70 19.37 1957 80 18.04 1824 GENERAL NOTES I. Composite panels shall be constructed using type 3003-11154 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. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 6" 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. 'rho 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 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. Safety 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 ASTM E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107, HETI.05-1987, HETI-06-2069, HETI-06-2070, HETI-06.2071, HETI-05.1994, HETI-05-1991, HETI-06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, IiETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 05-2036, 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 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2011 20D3 1942 18.81 20 1922 1881 1758 16M 30 1733 1758 1573 13.89 40 16.03 16355 I309 IL43 50 15.74 1512 1205 e97 60 14.64 1329 1 632 70 1355 12 836 4.06 80 12.46 HA3 652 L6D 4' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD <PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2417 24.17 24.17 24,17 20 2364 23,64 23.41 2311 30 2257 22.57 2190 21AI 40 2151 2151 2039 18.91 50 20.45 20A5 less 1680 60 19.39 1929 17.37 14.70 70 1EL33 1033 1586 12.59 80 17. 6 1726 1 35 0. 9 6' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 la 2480 24.00 24.00 23.84 20 2363 2363 2334 2284 30 -M94 e2349 L 40 2223 2Z23 2183 20.83 50 21.53 2153 21.10 1%86 60 208E 20B2 20.36 1987 70 I:OSl Eall 1961 17.87 80 19.40 19AD IS87 1688 SEAL JOINT WITH caNTINuouS CAULKING 0000 000000 )0000000000( on INTERLOCKING CROSS SECTIDNCROSS SECTIDN OPTIONAL GUTTER OR DRIP CAP SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) 0 0 0 0a 0 00000000000 zd pj EPS CORE LLB OR BLE 0000000 y 0 0 0 0 0 0 a s O O 000 o ALUMINUM BOTTOM 00 000 I FACINGS I► -CLEAR SPAN Q.)INSIDE TO INSIDE 00 am. 000 0 ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS 6 AD➢ THICKNESS OF 00 36' MAX IN FRONT 6 23x 0o SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL PANEL SPAN' OF PANEL WIDTH E SIDES o00 tl2' MAX AT SIDES) THIS OR ANY OTHER ENGINEER 0 EPS ROOF PANEU SPAN DESCRIPTION DO KIM ASSOCIATES, LL CONSULTING STRUCTURAL ENGINEERS PO BOX IW39 Tampa. FL 33679 Ted: (813)857-9955 Q u) 0 J 0 W (L (a<ZpOn, C3 aY< a N U o r� RZp U 0 Y 00�aa cU:�W E 1.-1% U_ w U < C C J 0 O = h Woo cc a a W 0 J U. * r FLA. ring No. - FL-1001 SHEET 1OF1