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Home My WebLink AboutPRODUCT APPROVALBOS Home I lop In i User Ra9istraeon Hot Tapia ! submit SvchaMe , stets&Fears Pubiesnons FBC Stiff j BC1S Site Map j Unds Smrtle _ ` 'FAonda �41 d ,m^ Prod C� Product Approval �r Pubic User N .a„ .tiuCcc1 ROauQ Aporoval Menu > PrvOUT or Avolicatlon seartl, > FovOabon LkI> Application Detail FL4 FL 561--R4 Application Typeeyision Code Version 2017~` • Application Status Approved Comments Archived Pmduct Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Elite�Alu� minum.Co_pbra[ion'- 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengi neering. net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elltealumlnum.com SCANNED BY St. Lucie County Category @Rgbfing—• T--1':R� Subcategory f ..-r.1-s. _ . . Pro u< reduced as'a-Result.of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report ' Florida License PE-49497 Quality Assumnce Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/3012022 Validated By CBUCK Engineering ' «A Validation Checklist- Hardcopy, Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7561 R4 COI Cert of indeoendence.ndf 1709.2 FILE C PY DEC 19 2018 ProductApproval Method Method 2 Op[ion B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08120/2017 Date Approved 1DAD/2017 Summary of Products I � FL # Model, Number or Name Description 756y;;} Aluminum/Aluminum Composite 3"/4"/6"s0.024"x1l1b EPS Composite Panel, Panels 3'/4"/6"x0.032x11b EPS Composite Panel, 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 If 2017 FBC-Elite Aluminum Com-Install Instruct.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +801-80 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 FL7561 R4 AE FL 7561 Evaluation Reoort-2017 FBC odf Is provided. See installation drawing for nominal allowable Created by Independent Third Party; Yes design pressures and spans. Back Nert Carm& U5:: 2601 Blair stone Road. Tallahassee, R 32399 Phone: 850487-1824 The State of Honda k an WEEO employer, Coovdoht 20m-2013 sets or Ronda. e: Prlvacv Staymwd;; An,,bility statement :: gNund ttatnn.ent now Florida law, emal addresses are public records. If you do not want your email address released in response to a 111,11 -remrda mauasb do not send eVonlc mail to Mis entity. Instead, tamed the offio, by phone or by tradMorel ..It. If you haw: airy 4uesbonn, please coma¢ 850.487. 095.'hrrsuz m to on 455.275(1), nonce Statutes, efiettive DCobw 1, 2012, smashes learned under Olapter 455, F.S. most inmate Me Department with an email address If y have one. The email provided may be used no, offidal cmnmunimeon wfh the licensee. However ema8 addhames are public record. If you do not wish to a personal adores, please provide Me Department wind an email address which, can be made available the the pubiio, 70 detertNne b you are a lta,see under Q,aphr 455, FS., please cfi&L. Product Approval A¢ tan Dedit Card Safe ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to 'be multiplied by 1.67 to derive ultimate loads (psf). 3' z`0.024'z 1�LB EPS 'PANELS (ALLOWABLE- CLEAR' SPAN-CHAUS) ALLOMET WABLE LOAD (PSFII MAX?-ALCOVpBLEv (gj) L/BO L/120 L/IBO I 1/240 162[ I3+6 I]e] I.JB NN ]A IOJB D122 B.10 BII FLB 98 660 2.B Sv J 9 LO ).r[ 4]9 a00 +A 681 81 0 fie 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 1 L/IBO L/240 IB 19A0 1A00 1+11 16J] Z9 1]-01 1 IJvI 1 1- e.a lug law tag] a9] eea a0 ).92 192 9.14 fi22 BB 9J3 9l] S J It aYi 6 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/DO L/120 L/IDO L/240 It 23vv 212J 2 1 2v8] a0 va 'l44 ]. I LIA 1,1 C1a Iv81 nn11,11n] e. m... low. B»9 Be I K] BBf e- J..+ 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLFI LEAD <PSF) MAX. ALLOVABLE SPAN (FT) L/BO L/120 LAB0ftL,/240ILaIa'. &]6 W laf9 B.aa BE6 f0 9.a, G.B J80 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE) LOAD (PSF) MAX. ALLOWABLE SPAN ITT) L/BO L/120 L/180 L/240 P. 2af0 Ole sno 192 20 19.61 19.N ]vI 11.1. T 19., nA9 Ia.Y1 .a IG]2 L9J4 A If LB 60 C 2 .W Il9 fv 12nv Iv.o Se - W Iv.9a af. IS - 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN Q T) L/80 I L/120 I L/180 I L/240 o e a a o 2 2.6¢ T 2i10 2Lu 9.. •B Q0.p9 y 3v2 196¢ 0..3 1489 1..6 IOA2 60 BJB nJ. Isw vcz 1].91 I].IZ Iwe Lc LOL 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWAD LOAD (PSF) MAX. ALLOWABLE SPAN (FT) LIEU LA20 L/180 UR40 19JJ 19]1 1 L b6 ]a I6-0a 1636 .AI 12A6 .[ 1157 19efi 9 Ia. asl 6A 12H+ IaAB BS+ JL 1. i I.Ic 6.6< 00 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSFII MAX. ALLOWABLE SPAN (FT) L/BO L/120 I L/IBa I L/240 10 [1.91 2L9J ! W.9] Ft RJ] 2J.+] 986 B.a6 ao 199 Iv z s zA leas le3fi a0 6 1 .I6 ILIJ 19.96 1 2. J 9.91 Is.+ IJ9f uae +.ID IJaJI I 9.9] I .a 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) LIDO L/I20 L/I80 L/240 v 2.13 Dalesa Za90 aa60 at QJBa ae 2L N 22 v 2 J v a+f a zozo at SO z ewz m,9 19m 0 2v29 202 N.9 Ivs1 tan I6HI as IBH. IB-0. Me, Ius. lane OUNEXALNOTES L adhem t "I uneHan racl R comlmde l ud chope al 202 D ISO Op. F lII.fi.. to he pCp ASI'M (}57a [mpenlar brmlJ F:I'a nJhem to vlundnwl rodngs wish AADIonJ Chemi WI2020U ISO pip. 1'nhrieolian to be by Blile pvnel produces fmly In aeaNm)a I'D, appWved fnbdestan nxllue!, 2. Bite roof panels nlninlninDUL 170(lot).1o. D-(too) suing and ate 1401d01 approved. ). This spai0cation has been designed and skull befabrimted in acvoNnnce Dish the Requlremo enafdre Flolidn Building Code 0 Edition (FIVE).mmp9siec panda mcnply with Chapter Sealian 720. Chapter a Smile.803. Class A interior flabb, and LTnpler 26 Sectian 2603. All local bedding code nmetaknenm shop be Rebated In a9 mquiled. 4. 1 hedNgner simll Jetennin, by accepted eneinadng practice 11e I llmvoblo banty for sit. speci6e loal... dilions (including load amnbh a line) wing the dam On. We allnmohle hinds tables Rod sports in this epp..I. 5. ac0¢ct6a ladle nee ollomvhle xp3na have ban limed mnmel FBC Including the HVIIZ_ In I IVklZ flu, product dull In, usd in Struclwes "nmto be enmidemd living new" re Section 1616 Indeav impact rovinanee In Mc- dance lu dN HVIIZ nusty racnb orzoI 6. Safali runStnuc.0llm been llsulludnolop OR, loadsandlulbmtesting inewurJance In the Guideline for deefl.gnm Ateenwa I'AM 1 Rns c min to elm NIIC Clavier5:s tou di 20. re 7. Tmingfie, hmtmldudE rlone19SR.H mASTM4.HETI06-2066.HE14&21st of LsBar Building, 6-206.HE1ian. A. Be@mote 1e1 renon9: HE'N-01-192B, HLTETI.06 W, 0. I IETI-06-2 , HE17-01.0-1 HE T406.2067. HLIETI-0 001, Nh�'I- O6]In1, HBTI-OS-19A7.IImi-0G20G9. IICTgOG•2WO.IIf:Tl-U6-1071. I1E1'1-US•1994. 11➢T401.1991. IdETI.062071• IWO. FIS2073, IIE7. IT - 415 2037JIM 1-05 HET. HUTI- 9,V)39. 01-1990, NETBOS-19B5, HETI-01-1995.HLTI-0.T- 1990.6,11AS-1990 1. lialdO)],NEIIETIO019. 5.HE 130]9,IIBTIA1-]03q HEl'1-05dU41,}UrfF05-]MBBLTI'1- US9. ".Jot rVI d.Aeb.11 1. IN acread to, -201N,ig. IvIt2U61, tables ss--?04U, tiG1'I-OS-2U12. la. Penelswidi fort Dennis spoil be om011b he ll'rRulem W Pan 01' pancb 011221 fan -ions Ocsign pmlbtslonala nrly inailldc Ih Ih fl f b t J h f nut r'te-x edf 11 •-In 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLFT LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/240 10 a."CaAJ wA2 19.C1 an 9.0 I9.lu 11� 16. So11A] U.9C 19.93 I].B9 40 1", I6.]a 13W IL.J W. 12W 9 60 IAb. 1399 1021 as 0;113 2. 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) MAX. ALLOWABLE SPAN (FT) LIDO 80 L/260 IB zm .n etv..1 J.11w z.alaLH df i 1a91an W.If w I110W Ia993a 1a.9 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD WSr)' MAX. ALLOWABLE SPAN (FT) L/60 L/L20 L/I80 1/240 11 a z.N z.m 5.01 se ab9 EJ.69 C].Y ez 9. A 2. ♦ C29 2Q]J 7 ]a69 SozLJ 9 .let zL1. 9.% SO E08 a ez ce- wel- R. 2M Fri 19s1 119+ W U.m Isla 19.8] IFee SEAL A=.0,,.0;.0%0:.0,0i0','1& caminvous 0�)0 unB nrx . z aTIOR UPIARFAL DRIP CAP US LORE aR OR ¢La &UPORLNrMIT" 1 1I aW SPAN M1I OISIDC TO INSIDE RECORD v BE CuPINE�wCONECTNNSt NOVI ADD INICRHESS 6MAR PatAa- Dl AL vAKLAMLNP[AT TIUS an 1w RTMR "INVE¢ t OJL IN fFW! t 21Y.CLPPMNMRBmLaILRE IuntSIOES] SmC9 EPS ROOF PANEL/ SPAN DESCRIPTION D❑ KIM AB9 pOIPTE9. LLD CONSULTING STRUCTURAL ENGINEERS re Trevu.n.33M ih lB l]I L9NW19 N In OK pZ DWG Can PCI ro � CI o r ty u w TI-U J m=C O $W �.0 UHF f Q J ��U Oap w JO ce BNEET lost