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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 ' g e • a g SOS Home I tog m I user Registratlgn not Tapia I Submit Surcharge I state a Facts I Publications ' contact us I SOS site Map I unks search r 1 Product Approval d 90 USER: Public User Proautt Aoomval Menu > Proautt or Aoollratlon SearcM1 > Poolirntion lirt> ApPliraUan Ueteil 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method F Revision � 2017 Approved Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Do Kim dk@dokimenginecring.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elitealuminum.com SCANNED BY St. Lucie County Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Do Kim, P.E. PE-49497 QAI Laboratories 12/30/2022 James L. Buckner, P.E. @ CBUCK Engineering ,rag Validation Checklist - Hardcopy Received 4 COI CO a COMP OF? FAR sr, Lucile C UAI CE 0C� rV 1709.2 Method 2 Option B httnc•//wurw flnridahi7ilrlina nrty/nr/nr ann dtl-asnx?naram=wGEVXOwtDasaJkzX72Beu... 9/30/2019 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Su 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"x1I1b EPS Composite Panel, Panels 3"/4"/6"x0.032xIlb EPS Composite Panel, 3"/4"/6"x0.024"x2l1b EPS Composite Panel, 3"/4"/6"x0.030"x211b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1.7561 R4 11 2017 FBC-Elite Aluminum Coro -Install Instruct.odf Approved for use outside HVHZ: Yes Impact Resistant: No VerlOed 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 Is provided. See Installation drawing for nominal allowable EL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf Created by Independent Third Party: Yes design pressures and spans. Beck Nort Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEM employer C"nvrlo t 2007-2013 State of Florida.:: Privaiv Statement :: Accessibility Statement :: Refund Statement Under Marina law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mail to MIS entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850,487.1395. *Pursuant to Section 455,275 (1), Flonda 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 emails provided may be used for official communication with Me 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 h<i o�. product Approval Accepts: �j ® 91 IM-0 F9 �57 Credit Card Safe https://www.floridabuilding.or,q/pr/pr app dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 9/30/2019 ELITE PANEL SPAN TABLES 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 t0 I617 15A6 1503 U.10 20 ISd1 134d 122E 1035 30 10J0 IOAB 941 660 90 922 9z2 660 285 50 all BIJ : 60 A0 6]9 098 )0 fish w51 80 6.33 264 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 I L/240 10 19W 19-00 1),I) 16.53 20 1.1 Dean 15a1 CIII 30 1250 1250 aea 11.30 4B 10.9) Ins) 10.9J 50 9.9E A92 Au 6 622 60 A13 J.91 3fi4 70 Sea fl52 S59 1.0) BO Sea 8n2 B-02 3fi4 - 6' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/s80 L/240, In SO z¢4 21..7 z3an 20 IB.% I806 1fl06 IB-06 30 1513 ISl3 ISIS 1313 40 1334 1334 1334 1334 50 1210 late Ulm 10.9t 60 1L1] I ILI, 1 Illl 0.43 )0 1¢N 1R44 10.30 395 BO 995 9.0] ].4] 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (PS0. 3' x 0,032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 I LA20 I L/180 I L/246 10 1. 1 17.% 1 1691 1 IS96 20 164d 1 1i96 I I106 I1Ra 30 131) 1 14% 1 11.21 1 0.36 40 1349 1 IE16 I Bd6 1 d.Se 50 1222 1026 551 0-06 60 10)5 836 Else JD 92J 696 BO at I 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN ITT) L/80 I L/120 I L/190 I L/240 10 2050 IS"' 20 19It 192d 30 WA7 1).49 40 WA2 1334 90 "a. 13.99 M 60 13t4 1224 ]0 12.40 m49 1095 814 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT) 1_/60 L/i20 L/1B0 L/240 1u Etta a..2440 23A2 et 233< 2321 218E M22 30 DR. BIAS 1942 VW 40 Bane BOOS IJA2 13t2 50 196E IB.4J 1462 10.6E Be IB3B less 122E ].42 70 1i.14 IS JO 9t2 422 BO -I C., J.42 102 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT) 7/80 1 L/120 f L/180 1L/240 10 IA33 1895 1831 1]Aa 20 IB.II I1b6 I6 Be ISt6 30 1680 I636 .1.0 1246 90 ISd9 150fi 12A6 986 50 M]B 1316 le IOSI 726 60 hem 12A6 db JO I1_57 IIl6 6.12 207 90 U126 Sea 467 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 L/180 L/240 10 EL97 2L9J 215E N.11 20 20577 20 IR.N Dole ]0 7A57 1957 1021 1655 40 rote U., 1655 IA3< 50 17.16 1716 1489 12.13 60 IS% IS% 1324 993 ]0 ta]s F 1156 772 BO 1313 MISS 993 551 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/IBO L/240 10 239] 2393 23Ba 2360 20 z3Be 2sen 2303 2246 W 2247 M I 2218 2L9 40 2L73 21.]5 2133 2020 50 num BLOB E049 MOT 60 2029 BOBS (964 211 JO IS 5T 19S7 I8.)9 I6B1 B0 IB a4 Io84 I1.91 1368 GENERALNOTES I. Composite pmelsshall be constrlMedusing type 3003-NI54aluminumfacings. I w2PCFASTM C-5711empcnterbrand 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 raofpanels maintain a UL 1715(im)elm 'B'(m) min aced are NER-501 approved. 3. This specification has base designed and shall be fabricated in accordance with the requirements ofthe Florida Building Code 61° Edition (FBC), composite panels Comply with Chapter 7 Section 720, Chapter 8 Session 903. Class A interior finish. and Chapter 26 Section 2603. All IwW building code amendments shall be adhered to m required. 4. The designer shall determine by accepted engineering practice the allowable lands for site specific load Conditions(including load combinations) using the data from the allowable loads tables and Spam in this approval. S. Memionlimin and allowable spare hove been limed to mact FBC including the NVHZ In HVIIZ. this product shall be used I. mluct. "Rot to be considered living areas" par Section 1616 unless impact resistance in accordance to the kIVI2 6. Safety fames of2.o has been used to develop allowable loads and span from testing in accordance to the Guidelines for Aluminum Stlumum Prot 1 mid confome, to the FBC Chapter 16 and 20, 7. Testing has been Conducted in m eordanee to ASTM E72-05: Strength Test of Pools fro Building COn5 UDM B. Reference test reports: HEfl-05.1989,HETI-06.2104,HEf1.06-2066.HEf1-062105.HEf1-06.2067, HETI-05-1002,HET1- 06QI07, HETI-054987, HETI-W2069. IIET1-06-2070, IIEf1-06.2071, HETI-05-1994. HEfl-05-1991, HETI-06-2072. HETI-06-2073, HEfl-06-2074, HETI-05-1996. HEfl-05-1989, HETI-05-1993, HEfl-054985, HETI-05-1995, HETI-0S- 1990, HETI-05-1 B97, HETI-05-2031, HE17I-05-2039. HEfl-05.2039. HETI-05-2030, HETI-05-2D I1, HEI'1-05-2048, HETI- 05-2036. HEfl-05-2031, HETI-05-2038, HETI-05-2065. HETI-05-2040. HETI-05-204L 9. Linear interpolation shall be allowed for figum within the Cables shown. 10. Pools with fan beams shall be considered equivalent to simiimparels without fan basma Designprefessiowlsmayixital, 3' x 0.030 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 I L/240 10 Ball 20.0] I I%.e I Into 20 tere test16M 30 C.93 1. 40 lent 1Ld] 50 15.76 Is IS R9] AS tied jleWl 652 70 1]55 A. h9 12.06 1.60 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN ITT) L/80 L/120 L/180 2A1) 2(l) 2a1) S 236d 236( 23.d1 30 See, 225J 21.90 d0 ..,1 21 ]1 20J9 JL/24010 50 2045 me'D Leon 60 1A39 1939 1)a, 30 m3] m3] IS96F.26 IJ26 14.A 6' x 0.030 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 I L/240 10 24M 24D0 34-00 23t4 20 2365 23.65 2334 22.84 a0 2L94 2294 2259 at. 40 2a23 EBBS Osm 208] 50 215] 2L53 Ella 19t6 fin Be. Ease Bale Inn) 70 2011 Ban ms, 1,81 Be 1A40 IA40 IB9a 11 SEAL .a 11Ni VITN caxlmuwS CAUL%ING 0000 000000 d )0000000000(aa BOL M A Io VIVID AL aurtER OR SKIP CAP SLOPE p 000OeOnOOOo 9aa EPS CORE ILB an ME OpOpepOa DO KIM ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS POBox Um It, FL We TL (813185)9M5 m to❑ D, Z p G 2 r- p C toAsQ n W N 6- mo 1_,❑ am N ❑ Prn-1 a?o U0 0Da U 1 W Su m W 2❑ EyV -Fu > C, V�f Q O J $ Poo O W IS V no O Oo. W p LL "'WON Nm, P.E. FIAREO.NUNBER'sur ALUNINJM BOTTOM f O" OO XIN 6A4SaC1AlEa,ut FACINGS 000 .2mm CLEAR SPAN <U INSIDE 10 INSIDE It BOX Data p0 SON. TPenre.FLa30R 00 0 CNGMEER N' RECORD i0 PROVIOC 00-.wMMw.umw FOR ROOF COXXEti[ONS 6 ADD iXIOWEBE OF 00 ]6' Cap% (N FRpNI 6 25% w1�M�V nn S(RPORi1NG STRUCTURE DETAIL BY VpLL FpN TOipL 000 O< PANR VIOTR P SIBES ! tii�eur'aum'A THIS OR ANY OTHER MENEM PpHEL SPr1W 00 112' Np% AT SIDES) tan w EPS ROOF PANEL/ SPAN DESCRIPTION [Drawing No.-FL-1001I 4