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Home My WebLink AboutProduct Approval; Roofing Products introduced as a result of new technologyfmarp'xtew: daeaNK416NfJAeGtrA�'Is®tls scouoma BW Home 1 Ny In I User ReOHbatlon Hot Tapi6 I Submit S.hege Stab B F.M I _ t FlDrida FfR Product Approval k: yet USER: Public User t>ivi6e'�. waaen Anvrvval Menu > Prvdutt or Avorcatlon 5=arth > 6ponafivn Lis t > App1lWUon Detail <2. FL k Application Type Cade Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method �. EL7561-R4 Revision tZ017 Approved IN Site AlL I LT inunl Ldipnratlon= 4650 Lyans Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Do Kim dk@dakimengl neerin g.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com ooJl g Pio ucksilntrdduced:as:aRut`oHJew Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El 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 12/3D/2D22 CBUCK Engineering R. Validation Checklist- Hardcopy Received FL7561 R4 COI Cert of lndeoendence.odf 1709.2 I� 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 Cummary, of Products PLjF Model, Number or Name Description OUT",, Aluminum/Aluminum Composite 3"/4"/6"x0.024"x11b EPS Composite Panel, Panels 3'/4"/6"xO.032x11b EPS Composite Panel, 3'/4'/6"x0.0Z4'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 11 2017 FBC-Elite Aluminum Coro -install Instructed 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 mnsidered Evaluation Reports living areas per FBC Section 1616 unless Impact protection is provided. See installation drawing for nominal allowable FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC Dd( Created by Independent Third Party: Yes design pressures and spans. Back Neat air Stone Road. Tallahassee R 323" Phone- 8SD-007-1924 The state of Honda In an AA/EEO employer Umlar Florida bw, .0 addnnses.. public recerds. If you do not wamyo v e-mail addressretensed in response In a publc-reords human, do not sin eloc amrk man to this amity. Instead, coned Me office by phone or by tradWounal.11. lfyau have any Quintana, please ranta2 850.487.095.'Rrrsuanl section 455.375(1), Florida statutes, enedive October 1, 2012, ncensess licensed under Chapter 455, F.S. must provide lye Department with an mall adds they have one. The enaib pramded may be used for andal mnmunlotan with the lameam Hamm ema0 addresses are pubic reaml. If you do not wdsl supplya personal addr , please pmMe t Deparbnent wIM an inlet atltlress MIiN ten be made available b the public To dehmdne If you are a licensee Produce Approvai t¢apts: rm go ® 9H Im Cfedit Card Safe ELITE PANEL SPAN TABLES 3*' x 0.424, CALLOWABCE-CLEARS 7'z :_I .IL°BPEPSHjP.RNELr'S SPAN�L-HAR-T�) MET ALLOWADLEI LOAD IPSF) HAx. ALLOWABLE SPAN IFTI• L/80 thtlMi, VI80 I L/240 -111 W-7--e 4- x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD IPSF)' HAIL ALLOWABLE SPAN ITT) L/811 I L/I20 I L/IBO I L/240 Iv IAap 1 9.0 1'L 19J 21 Upl Upl 1]pl 1].9J A N5p 12S 125p 11]B ♦0 10.91 10.9 1n9] As J9 9.91 1.92 9M 61 ] 9U 51 J )1 2 so I aid 1Apz1 ]b♦ - 6' x 0.024 x i - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FD I L/80 I L/120 I L/100 I V24o Is xaap z 2 zul Yo.es Ea IpY6 Iaev ♦o UJ♦ ]J♦ UN 1� 5 IL 10 G10 ILIv 10.91 o lee) Mz 6. s v9 e.tl Net allowable loads ore permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLFI LOAD IPSF) MAX. ALLOWABLE SPAN ITT) L/BO L/120 I V100 I L/240 m 11.66 v.i6 a ISN IVM I-1 a% ♦0 1J 69 1[.1 as ♦.% 2 51 a. 60 10.19 6M iWas - 0 9{l 6♦6 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLIIWABLFI LOAD IPSF) MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 I L/240 10 O.SO 2A50 W.II 92 9b1 )9F4 MA9 1} a ISN O. N9r 2.2 e0 li>2 14it .3.. al or N 9 9fi[ IA H W 9 20 IGea lR - S. van a '. e a IvJ - 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSFI MAX. ALLOWABLE SPAN tFT) L/00 L/120 L/I00 L/240 0 0 see]ae zl.a ele2 ea[z ] � ♦0 C2L OB6 10.., r 1i.92 A 1942 1♦.62 1062 69 8 1�91 1.0 sz �})e uz rez 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWASLEt LOAD (PSFI MAX. ALLOWABLE SPAN IFU L/80 L/120 I L/100 I L/240 la u] la9] I9]1 nb ]b 6 31 16Ha %4W • IP..6 .1 1]A9 }9L6 fi 9A6 51 FTC- 6. lot IU6 09r lir n]r U. 2 1 - 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLEI LOAD IPSF) MAX. ALLOWABLE SPAN (FT) L/00 L/120 L/Ie0 V240 10 E1.9r 2L9r a 92 c'V.9r 2a Tr 20.>l 9Hfi IBA6 9 19 92 a] m]6 IT- Ir.l6 le Y9 U Ia 96 1496 l]2♦ 9.9] L.n ue 10 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PS01 MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/I80 1-/240 e st =- GENERAL 9. 10. ON Ogums wl0dn tic "idea sllman. tend alNTolent to simllupenels widtaat OLD baaas Design ILLulblsionals Lear bnabahc 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LONG IPSF)I MAX. ALLOWABLE SPAN (TT) LIDO L/120 I L/I00 I L/240 m epn east A♦z Igir- al 9 A 1.9J 1.9a I Drar 1]99 40 1643 IUS 1 1499 1 ILq 54 5. d9 W 14♦ U99 I IUI G92 0 11i 6 l 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLFI LOAD IPSF) MAX. ALLOWABLE SPAN (FT) L760 L/120 L/100 L/240 0 2 Jl m, N.V 2♦.N ca 2344 i]be e]♦ 11 Jo East I.IT ♦0201 21 55 a.N ta9l N 2s." so" Ia.A I6Av W L131 19.99 I r 5116 IB.e] 9.96 1299 w vz6 v26 ♦.a In♦9 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLGWABLFI LOAD (PSI`) MAX. ALLOWABLE SPAN ITT) L/80 I L/Drat I L/LBO I L/240 1v [Y E LD xem e]9♦ re s saes el.)♦ ePA♦ EMI aall .a ] Da,,] e22] in99 50 D.a 21SJ C.. 1.2 Bra 30J2 2 IB6r To zml zpn w.m v{r W 19.♦0 19.e0 I66r 16eB SEAL JOINT W. rlalnMWYS cnWILIG t-f 0000 000000 € )0001000000 r� F DMrP nIXIXf. [Poet SRrnM Nne wriw we, W ROPE v' IU% V)piN INTERUXICHG PA•hL l "', MIN aal'u, 000000000000 0D 0n Us ME ILO al MO0 D0 000�0000000� §� 0000000a B aLWINIM WTI" 00 Moore It I am SPAN lu INSIDE TO INSIDE DO On 000 E D.D., fir, .. to La. M ROOF c@eEETPINS 6 Pit MIIXNEss W 0 0 ls• IW IN m(Nr f z9: .11. S@1101UPE Mr.& Br n prOR IILrPL MiL A6•b PA19. Don Or VNTN a St0E6 (.a- MP[ CT SI DEm mli ONPNT or. EN0112EA a0 EPS ROOF PANEL/ SPAN DESCRIPTION D❑ KIM 5 ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS r"'. Tons 18-S-1. 14161]11i)g959 N 0 W a K To o �. t7 aY6 is. OZO 0 Ua� Ouja Et a U�or o_ �122 oBg o er U r ic �NV Oaf m Ny aOTEON RLLPE M I¢n.NWeEn ♦vet ooNx.e A9sacATEs. uc rODnatal WEXIDr 9 ienM Rmmi Drawing No. -FL-1001