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Home My WebLink AboutPRODUCT APPROVALz, •�P�, it .1 �'"'"m �.: '' af]a Momo ' tAa rn ' User ne°isDatlon � bmi�°eme-� fj{tq b a .CC �rProducts Wi,, Approval �� n USER: Public Uzer Pmdud Aviiniwl Menu > Pore or Aoolica[on Sea > Aonllatlon List> ApptloaLon Detail FL N 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/Emall Category Subcategory Compliance Method FL7561-R4 Revision 2017 Approved O Elite Aluminum Corporation 4650 Lyons Technology Partway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokime ngi neering. net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeBcock@elitealuminum.com SCANNED BY St. Lucie County Roofing Products Introduced as a Result of New Technology Evaluation Reportfrom 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 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 QAI Laboratories M3012022 CBUCK Engineering 7 Validation Checklist- Hardcopy Received FL7561 R4 COI Can of Independence ndf 1709.2 Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products IF 1 FL# Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024'x11b 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'x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 Ir 2017 FBC-Elite Aluminum Coro -Install Instruct.odP 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 FEC Section 1616 unless Impact protection FL7S61 R4 AF FL 7561 Evaluatlm Report-2017 FBC.odf Is provided. See installation drawing for nominal allowable design pressures and spans. Created by Independent Third Party: Yes pack Nett ContutU,:: 2601 H1.1r Smn Read. Tallahaee R phone, 850�487d824 The Sta4 of Honda k an WHio employer. Coovrkht 2007-2011 State of Rmlda :: Privacy Statemnnt:: A,nheali S atermnt :: Refund Statement Under Flenda law, Amur addresses are publk records. n you do rut want your e-man address released in response m a eo0llo-rannn, mquesb do not sand Seidl mail ta this artily. heread, contact Me office by phone or by tradMoral Mail. Ifyou have any questions, please contact 850.487.2395. -Pursuant to Section 455.275(1), Florida StahAae efloohm Octpber 1, 2012, licensees limmed under chapter 455, F.S. must provide Me 0epaNnent with an mall address If they have one. The,mails provided may be used for plfdel cwnnulmu ion wM Me licensee. However email addresses are publk mooW. F you do not wish to Supply a petsonal address, please pmvWe Me Oepartnent with an email address whlch can be Made available M Me public To determine if you are a licensee under chapter 455, F.S., please UMbgt,. product L]tA�ApprovAep al dts: ® ® E 1 • sCCur2iTm c7'81c� FILE COPY ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.57 to derive ultimate loads (psf). 3' x 0.024 to l - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 la ml] mm we IJA InCe la. moo BA1 a, 4] 92E Sam 660 zJ L as, 847 V, B0 V U9 "a JB 9d1 4}1 6 " 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLEt LOAD (PSF) MAX. ALLOWABLE SPAN (FT) 1/60 1 1-/120 1 L/120 I L/240 N.I) 6.. 2B 1}01 I}0 Ia01 IJ.9! JB 0-. 12s0 IzsO Ilse 4E 10s] 1 ea9z 1 1- 1e.e0 at 9.92 9R 6 .IJ BI] )31 ai. 1 6a 0a2 J44 - 6' x 0.024 x t - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLF7 LEAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 I L/240 1! 0 2 z zln zaa e O can 1 .a nano 1 J4 J.a4 oS 9 0anano IL IB IL10 10.91 a IL^] a MJ B.Ba e low4 logo 3' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ADVADLFI LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/120 L/I00 Lnar, la .11. 1 f0 17.90 16.91 mni aJ6 uo ud6 lul 40 U. 12AG aY' l% aSno 2 0 S51 60 W. aJ4 ass ]0 92) a 6 So .30 36 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVABLF) LOAD (PSF) MAX. ALLOWABLE SPAN ITT) L/80 L/240 ¢96 9. 420 19.Aa 11.4W le i N.40 16 2 AL/120L/1900 !2aam a84.]90.9! 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PST) HAX. ALLOWABLE SPAN (FT) L/80 L/120 I L/lBO L240 'va ala on ¢1a4 ¢]e1 2'. OR. C0a15 1 4 rc B eo a .a P.a w.az !0 1942 IB.41 0.62 ir. Gas lao, A2 1 .14 Is]0 a9a a . 1 naz ]. L Lug 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)r MAX. ALLOWABLE SPAN WT) L/80 L/120 VISO L/240 la 19�3 01 Ilb6 2 I] 6 1 az a0 16b1 IiA6 laAl 6 ]I IN9 0a6 12A6 9-06 5. HAS N 6 61 12.01 Jabal 0Sr ]t MartMarta 2 La 1 . 61 1026 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLFI LOAD (PSFI MAX. ALLOWABLE SPAN OFT) L/80 L 1120 I L/I80 I L/240 1n a.91 219, to ea" L0.» F 1146 IB.]fi 3 95 9 9 as ea i1 6 .1. Nb9 ILIJ N. }96 1}.96 w24 9.9a no 1'vs wwt lua rae Dv nm we3 9aJ sal 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) MET ALLOWABLE LOAD OPSF) MAX. ALLOWABLE SPAN (FT) L/80 V120 L/180 L/240 10 R.'s EJ.YJ Cona so 60 CL Cana ]Gss6 4.a s xa EIaJ xoz9 00 L192 el9e L9.'9 19Y] W2 1].9 Is IBJ9 -1IB81 B ON, R. R. 17.96 1]bB GBNBRALNOTES L Cnmpmib punch shell Mco.traded Wing l}pe 1U01-III54 oluminum l'ndnLN,I Rr2PCPASI'MG578empevterbrnnd EPS vdixm u vlondnunl facilgs with Antidotal Chaoiav12020D 180 grip. Falydadon to be by Iilitapalal produce only in .,it.,. N1U4 opporead fnlnOcet rai Nelhods. 2. Mite mofpeleb maintain a UL RlS(Ina Ric"'D'(exN rating and are NE11.501 approved. J. This specification Ins trot° deslipled and sbn8 be Pnbrigted In accordance Nitta the mqulrementsoN¢ Florida Building Cade 66 DOW.. (POC), camposiac paecls comply o ilh ODSPier7 SaUon T0. Clmpmr 8 SdOan 8W. 0. A ionalor finish. Wad Oapler 26 Section 2603. All local building code smendlrcnts Stan[] be adho ed to m required. 4. The dedglle start doors nine by accepld engineering practice Oleallmvuble lwlle for site specific loan conditions (ircludiing load ambilNtiorn) using aloe data from We allowable lands tables and spars in this approval. S. DcOe¢91on Rrsdt. ad allonnble spurn hate been lined to lnat SHC including the HV117- In HVOL dab product doll tin usal I. Btradums -.at to be considered Ovinb' meai'per Section 1616 Rose. inlpvd r ablance IA OaordaiCa so tlx IIVIU rellai Rnecnls itR act. 6. Safety tailor of2b Ins brim used w devdopnlloswble loads unit sparn DOOR l.Ong In ocmdance to the Guidoline9 for Alnmdmm. Structures PM I and eanfomss to tie F13C Unpin, 16 and 20. T. T.Ung has hand: ducretl In accordance In AS'A1F;72-05: SImnial"I'it of Panels An Ovilding CoNAmeian. 8. Rer'newe test rep°ns:HB1'1.05.1988,HH71-06-2104,HEfl-OG-2066,HE77-0G2105,HL'TI-06-2067, HO11-U5-1002.HbTl- 9. IAmm IntarpOlaUon shall ho dlawal fur Ogums wltiin tit mblcs siawal. IU. 1'antls wiUl fon Ixnnls stall b2 ansickrcd cquhalcnt to similar lnllcH Ni purr hnms. Design pml'msionals may include 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) MET ALLOWABLFt LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/BO L1120 L/DBD V240 w a., lass 19K I man 9 2 10,01 1 irrou T I6. an 0.93 let. 1 141,] 1 1].. 40 I643 m4a. ;. IUD So 9. 4 Lana 1 2. W 144a IJA9 10$ ]0 Ira 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE) LOAD (PSF) MAX. ALLOWABLE SPAN 0-T) L/80 L/I20 I L/1130 L/240 0 24.w 24.] Z4. Ca 2J44 2]64 Oil Sir 2s) or. ral 4a arm e1.91 e.9 1.1 L rna 2C4V I6w man an ".a, 1919 ].J+ '..m N N.]J I6]J IS.eb 12.09 W N26 vzfi 14.a NN 6' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/BO L/l2U L/IUO L/240 10 C4 24N 2]A' onMS tab a 94 2L9 aaral W 2Lsa into al.w is Bb t 2092 2a.J IRet ]0 Dart 21.11 19.61 N.B, W: 19.'a 19.40 InB] I6.66 sFAL Jam] vt M cOu anans C.D. 0000 000000 dS )OO00000000fQQQ K A®E I a• a¢Y Vlam INFUUNNM 1 PRNn. O/4'/P] MIN S-OPO voOOOOOaOova �d fl US ®iE ILa ON RB-caO�tl�tl n ALUI" DOT TEN ' 1 r4CINGs -CLEnn VaN VU INSIDE 70 INSIDE o0 °o aH.-� CWINEER OF SECOND Ta PaaV1oE FOR ROW C°NEC ION C SWA RTINO S]RVUURE OCT.. D\ rM3 OR . OrRW ENGINEER POtO iNl[KNF33 6 AL p FOR Mrft A9EL Nix o° ° No O C °O ]6' NAC IN rl OFP`MEL V11 tla• NAC Ar ! EPS ROOF PANEL/ SPAN DESCRIPTION D❑ KIM S A09°OIATEB. U. CONSULTING STRUCTURAL ENGINEERS FOR. Ion, T9rge.0."So Tdolamr.. 6 J 0 W N � �Za cam ag°a Eo° �fG n m�� O T4'] a2O o S'% a -0 as Ca EAR, 0- w g �rLa o�w OCC Liz, ail f6 aJ$�G 66N � W CO LL a09EaNMW.P£ M nE6 NU/BFA cool an Not 0A9saC ..tic cast m.r AR com Ran Tonto mmo]9 SHEET IOF1