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Home My WebLink AboutPRODUCT APPROVAL- Y EMS Home I kog In ( User Registration Hot Topies ( secmlt swchorge j Store ®raLss I whurnuono 1 HIC sari i EMS ske Map I Links 1 seomh l Florida d bpr i Product Approval a USER: PubFic User 1129uR Avvroval Menu > PrvtluR ar Rvvliratlon Seartlr > Rvvna[bn Lk[ > Apparatlon Detail Application Type Revisi Cade Version Appllwtion Status Approved AUG 2 2 2019 ST. Lucie County, Comments Amhived Product Manufacturer fr IiEiAlum'inUmCorporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimenglneering.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@elitealuminum.com Quality Assurance Representative Address/Phone/Email By at Lucie cola h, 4tP . 'o , %'iV 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 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 G. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of indeoendence.ocif Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 08115/2017 Date Validated O0116/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Np! e, Description ' 561.1, [:Alummum/Aluminum Composit panels. 3'/4"/6"x0.024"x1Ib EPS Composite Panel, 3/4"/6"x0.032x11b 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 IT 2017 FBC-Elite Aluminum Coro-lnstall 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 1616 unless Impact protealun Is provided. See installation drawing for nominal allowable design pressures and spans. 'FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC Ddf Created by Independent Third Party: Yes ewcW Neat contact Us :: 26m gab San Road TnllrM1as F 2noo phone: 850.487-1874 The Stale of Fodda k an AryEEO empbYer. Cowrioht 2Dm-20135hh or Flodtla :: Privacy Bhhm.nt ;: AccesslbiliN Statement :: Refi mid Statement Under Florida law, emab addresses are public records. V you do nob warnyour e-mail address released In response to a puNlo-rermds request, do not send elertronic mail to Mis entby. Instead, contea the offire by phone or by lredAlowl =a.lryou have any questions, please contain 850.487.2395.'Pursuant te Section 455.275(1), Florida Srahnes, eneoNe 0¢ober 1, 2012, licensees rimmed under chapter 455, F.S. must provide the Department with an emall addres, If they have one. The emalls provided may be used for of iftl communimtion with the licensee. However ema0 addresses are public record. V you do not wish to supply a personal address, please pr4"We Me Department wIM an email address which can be made avaiable to the public To determine If you are a Ikensee under Produce Approvalyts: ® W1 ®® M SE's`,i1Ll1.1'5.11'Y'I11CS' ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3 3:0:024Lx I-.LBkEPSJP,ANELS (ALLOWABLE -CLEAR -SPAN CHAR-T5a> NET ALLOWABLE LORD (PSF)' '.MAX•ALLUVABLE4SPANd(FT L/80 L/120 L/IBO L/240 WS 1}]0 1]O] IN9 ]0 IN; IAJB 9!1 .1 922 9R .11. per- 4' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSrll MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/1B0 L/240 10 IA09 19A0 nl] 29 I.1 I= DULL I].93 T .e, ¢sa Issv to 4. Inn 1., 09] e.c, SO 9.92 99e 9A4 632 6B 113 1 91] ]SI 364 Ise e BA H02 ]b4 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) 7/e0 L/120 L/tuo L/24D IB 2a0J zlz xu z0a e9 8A aA6 SIt 40 Ili4 W4 P34 I]d4 50 dal le. ¢Br IOaI u It aq ]9 9.n 9.e] 6.1] e4] 3' x 0.032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVABLE LOAD <PSFL MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/240 1. 1.30 IJ.SB L., Tell 1117 IL96 1 H-Q. B.]L eB 1]b9 1211 036 4.56 ze w Mrs BJ 9z e.% _ _ e zw % % 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD CPS FI MAX. ALLOWABLE SPAN IFT) L/00 L/120 L/IBO L/240 eo sB XT.SB NJT 20 1961 19.N BA9 11>4 .A Ifl17 )d9 No R. 4o mn, Is,. 1224 a •A 32B A6 TM V9 BO 12.40 1A49 - W let. 614 171 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX ALLOWABLE SPAN (FT) L/BO L/120 L/100 L/240 e m o 4.9B !]21 eLY 26e2 de ee B e. a 942 4o z9As zoos P.re uA�2 se ",se m.J I..eD 0 W S]B 9W do 16.91 1112 A2 L02 3' x 0.024 x 2 -'LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/60 L/120 L/189 U240 10 13r lB 9] IB-il NA ➢6 IbA, IBJb 1 AI 9 1 M 9.86 Ty 06 a 1 aB Iz.46 e.a] 4.6 a r 6 z B9 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) MAY. ALLOWABLE SPAN (FT) L/60 L/120 L/I80 L/240 It P1.91 EI➢ N.9] do W.>] do" 996 10.76 9 9 9 40 4 6 ] NJ6 1 A9 60 I].9f 1196 L124 9.W ra N➢s tin na➢ r.rc lai] I]ia 9.9] 6a1 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/240 It 2].9] e].9] . 360 De. 1e}N1 2103 W6 0 24 21B ] zoao bi 2102 21a2 19A] e zv az NA. 9, 1951 195] IB.J9 AI BO IB94 18A4 .94 IS bB 3' x 0.030 x 2 -, LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD O'SFI MAX. ALLOWABLE SPAN OTT) L/80 I L/@0 L/180 L/240 10 .1 200J ". use. iB 1902 B.V.SI Ifi A 1 .9a .9B 11]] N.09 49 Isa] a]] nut 11.s 2. B. To 14b. 1Y9 laz 652 B SJ 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF> MAIL ALLOWABLE SPAN (FT) L/80 U120 L/100 L249 t9 zan can, 20 2]b4 2].N e141 23.11 de 12.9 RAW2.0 40 1 I zlsl Du Il R, A 29.4 . 2B43 mm 16b0 m 19]9 19a9 la]U To IBA] la]J I%. 1% 12a9 Be n26 1].e I... R49 6' x 0.030 IN 2 -,LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVABLE LOAD (PSFP MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/l80 L/240 IB z.AA I z.. e'm edo. CO mde ! Ted, I. ",V- 2d.1d CCL14 mm 22a1 alm 9r.e 9e etm as,T lw I9. 0➢2 2 IF, m MIT zo.n 1961 Na] W LIAO 119A0 mB] Ifi.BB GENERALNOTES I. Codumita pameH shall he consuded using l}pe 300341154 dominumfar]mp, l m2 PCP ASTM C-578 rupmarb.d[PS CDRrlMmedhcm SEA=00000.0000000( to aluminum fxings with A ddum1 Chemi.12020D ISO grip. Fabdeetlom to he by 10ite petrel pm locts, Only ineecorden. wild opn]ved faMicatim,mod ds.2.lilileTMfIwnelsmBinmmo (fL 17I5 (InGdnas'11' (m1) .lingand oreNP.II-901 nppmved'1 This speci)ientiomlmsb.n designed and shall be fabricated in ac.Nmce with the requirements ofilm Florida Building Cade lob Edition (POC)..mlmsho P.M. romply with Cholner7 Saxton 7J-0. Chsplr9 Sllen B(O. Clan A lohelm finish, mum Chper 26Send. 2603. All local building code BmeadnNnmehell be adhered to Ce required. Nrrmnaar. Evml srtrmx O'nVo. 4, lbe cl iL'nm shut] determine by accepted engineering Intel. the Allmmble Imd, for site sPClifi. had Emblem B.Iuding EN To DRIP DAP I.Mcombimloa,)mingthe dam lmm Weolinnroble Inns, mblesnnd sponsin shis ➢ppmml, off SLOPE "I MIT VmrMOJF(:mocliwe PANLl. O/4vrT MM 5. Deficeton limits nnJ ellonnhe spBnn h0V0lxun lislN to men FBC Including llm NVIIZ In IIVHI Ihbprodnmslmll lx used SLOPE, l0000000 in swnmcs"net. be eomidemd Ding rem"per S.lm 1016 unless ripper mvinouce In oc.nlaleem tmc HVIIZ : VS (mlE I'. no, 4B r enhN ,mnmmslmet, o0000000°0°o a� o0o aoo D. Safetyfact(Nof2.O hus been umel m cimlopa]lolmble]muds and sims Rom testing in arurJ e to the GuidefimJ for ' g 0.1Mtmx mTmn 9O Aluminum Stroctum]'ad l Bull conforms to the F11C Chapter 16 most 20. rsmNm I-arav A. 7. Testing has been mnducicd In a.urdmce to AS ETr_45: Strength Test of Panels for Building Commmim VAN aT INSIDE TO I" to-ox S. He16DInte test .pons: HEH-05-1988, HETI.06-2101, HETI-06-2066. HETI-062105, Him-06.2067, HBfh05-1002, HEI'I. o0 06-31n7,Hp.T1-95.1987.11671-0fi-2069, IIGT1.06.2070.IIF.T1.06.2071.HEf1.05•IW4.1IET1.05.1991• IIET1-06.2071, EwIxEEH OF➢Ec1BB m AgovmC o IMTIA6 07111ET1-062074.IILTA5-1996. HETI-05-1989, I IEf1-05-1993, HETI43-1985. HETI-05.1995. HCTI-0i FOR ➢oOP CONNECTIONS s MB TN[CmdsS OF a mrN,- A. ooc 36• MAX IN FRONT L 25Y i OF PANIC. 1990,HEfl-05.1997.HLTI415-2037,llh -2M9. HL•TI-0S-2039. IIEfl-0i2030,HETI-05-2041, IIETi-05-01&IIL]rl- smPvn9Tnw STRunhpE PEJAa ar T+CT tR a`^' q^mR aT+�mL proa AxcL mva on TO 1sm[s ax• xAs AT nocn , 95-2036, HLT-05-2031, IIETI-0y2(38, 14LTI-0L2065, HETI-0�'-040, HLTl-05-2W 2. 9. Lima Inicupokuh m Shall bs ollmoRd for figumS within the tuble, shun.. 10. Pencls wits fen beamssiml] be wnsidend equha]ent to shnlmrponc]s without Ibn berm. Ocdgn pmlissionsb may include FPS R(7f7F PANFI / SPAN r)FRCRIPTI(-]N 011 KIM AB9OCIATEB, LLO CONSULTING STRUCTURAL ENGINEERS To.. elo r 0.'Ism 140"Tus'PSS N 7 W 0 N ppd,, y3� pd1 Y < 9 ,J^ tmU Cad aZ0 o � li O O Uay E�� w�a �7-U �2W Q, 0 U Oaf es iii W aO LL tO YEtx nIN,VE TIA n,fLxwesn4cer W ou.,mRM1VEa LLC wooY+m.m la ra.w.Fu]mv Omwing N9.-FL-1001 OHEET IOF1