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Home My WebLink AboutPRODUCT APPROVALM1 500 ° . . BCTS Home lag in 1 User Regbtraaon ; Hot Topie I svbrrft r h.Ma I statsisFacs I wbrmuorts 1 F Sxsff I aOs Sae Hap I Lmks searb I Floriaa 'r,'. Product Approval F USER: Pubcc user x� 3paact Aneraval Meru I PrWurt ar ArOltlon S.rOT AWllanon LMI Ap`pll{ratlon Detail jt� . , FL# '.FJJSfi 1-R4 SGANN ED Application Type rrRevision BY Code Version LZA17St' LueiP rAllt�/ p Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phane/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 �Eai Xumino orp ration, 650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@doklmenglneering.net Do Kim dk@dokimengl ne ering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com ongRo-fi PInttnd�ced.a�'a Result -of New Technologyt— 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 CBUCK Engineering 2 Validation Checklist - Hardcopy Received FL7561 R4 COI Can of lndependence odf 1709.2 Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2D17 Date Approved 10/10/2017 Summary of Products r" Model, Number or Name Description 1i Aluminum/Aluminum Composite 3'/4"/6'x0.024'x11b EPS Composite Panel, Panels 3"/4"/6"x0.D32x1Ib EPS Composite Panel, 3'/4'/6"x0.024"x2lb EPS Composite Panel, 3'/4'/6"x0.030"x2l1b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Com-Install Instruct.Ddf 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 protection FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.odf Created by Independent Third Party: Yes Is provided. See installation drawing for nominal allowable design pressures and spans. Bask Hart £90Ld_Us :: 2601 Blab 5mne Read, Tallahassee R RMg Phone: 850.4V-1924 The State of Florida a an ANEEO employer. Loovr"vht 2Om-2013 Sdte of nadd,, ;: Pdvan�MMm m :: paessNOiN Statement :: Refund 6'L`yt Under Florida law, emaE addresses are pubik records. If you do not wor tywr e,ma0 address released in response m a publlc remms request do not send electronic mail to this endby. Instead, cooled the office by phone w by tradmoml mail. If you have any queabon , please rootaS 850.487.395. ePursuartto S lbn 455.275(1), Florida states, enectm OMober 1, 2012, Ilanows limmed under Uapter455, P.S. ma4 pmvme ne Depa4ment wIN an email address If they have one. The nmils provided may be used for oRldal mmmuniadou withne limma. However ema0 addresses are pubik remnd. if you do not WA to supply a personal address, please provide Me Department win an email address which an be made available to the public To determine U you are a homme under Chapter 455, FS., please do, Isere . Product Approval Accepts: Sate ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.57 to derive ultimate loads (psf). 3' x{070'i! (ALLUWAJBL xx 1 L-BsEPS PANELS E'GLEAR'$P-AN§GH_AkTS)) NET ALLOWABLE LOAD (PST)' MAIL ALLOWABLE SPAN (FT) Uses !C[120 L/I80 I L/240 11 1619 -1].J_em .IOJ N.0 IY Ate._ I ]1 U `e8J9 9222 AI 4fa W 9JL A22 6b0 2.e! 3 61 ]A1 4J9 0.9a >1 601 ZJ 81 ] 4- x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PST,,I MAX. ALLOWABLE SPAN (FT) L/OO I L/120 1 L/IBO L/240 la OR1990 I.IJ 169] 29 1lAl a I301 IJ.9! at ILsv esD Izso nna n lvsr lag la5r ebo 39 9. 2 192 9A4 6S2 9J] an GH- fl32 IAJ B. &0E 64 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLrl LOAD (PSF) MAX. ALLOWABLE SPAN (PT) L/OO I L/1211 I L/IU0 I L/240 It. 230o aH.. zu zoa9 29 19➢6 BO6 IYIJ 1v w4 w4 w4 na1 5p .[ 10 IL10 a u u 0As >9 19w Ia41 a86 ea 9w .oa.11 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET NLLOWABLFI LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/100 L/240 10' ole IJ3a 1491 U.96 A S J I.d6 Ildl fl]4 90 1]b9 le.l6 &36 tc 2 0. W fl]6 Z.66 -ow- - ere, 6Z6 W 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWAOLEI LOAD (PSF) MAR ALLOWABLE SPAN TT) l/80 L/120 L/180 L/240 A. e9.3o Easo roll 2a 96 U. Vd9 u.14 l6. ]A9 14.9 1 o a3e xu Izz4 fl W X9 1 9 W S JO 12wU a19 4.]9 e0 lo.0 2.JZ Lr3 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSr)1 MAX. ALLOWABLE SPAN (FT) L/BU L/I20 L/IBO UE40 a o ecoo 2p a.. ZIRP z 2210 ...'A 9.Z ¢oars ..AJ➢z u.oz W 194C law Z.62 10.62 3e 6.99 le u.4 Iz.JB �u so19 IS]E )Aar 10[ 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLFI LOAD (PSF) MAX. ALLOWABLE SPEW (FT) U80 TLYJ20 I L/100 I L/240 1. 1913 189] .1 13A6 20 ] IQ6 1 : AL 9 7, 1 A9 1 1 ➢6 6 sv a L091 126 6 66 RID 0 11. 1 .6 A H 6. e ) B9 - 4' 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/IBO L/240 to 0.A [LW eine I R93 20 RZJ 20.3i 9A6 19A6 95I 19 ] 8 4a a le 4. 6 l Je N8] 60 1.96 19.96 V24 9.9] 39 I1.J] 11.]9 I. iC 6' 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/160 L/240 N AA.,, 2J.9J 238a 2 0 [v PS []➢ Ge 21. o. E4J6 2 8J 3820 e0 Lee, ' E192 2n49 199) 2J29 .9 9 I.L 64 1996 1SUH&66 39 13e9 GENERAL NOTES 1. Camposiro panel, slmll be eanetr ied using type 3003-11154 nlominuln Pathan, I or I PCP AS114 C578 carpenter band EPS adllele to nlominlml finings 6v1111 Aablond Chemical 2020D ISO grip. F.IHI'MIDn to be i3y Man pane) praduets only In vao3duaa svidl appm9ed Iblatention olclhndA. 2. Site roofI.,%mainain D(IL 170(101)e1..'11'(m) mlingall are N(411S01 oppmved. 7. This specification ins bugs dampled and shall be fllbriulted in ac,ordencenid,the re'yulremenlsofthe Flodda Dallding Cade GA Dditlan (PRO). eomisosim panels comply )With Chnpo17 Belden rO. Cinpter 8 Secllnn go. Cf. A ireerlor Rolm, arW Chapter 26 Section 2603. All local building ('alit umendidenls doll be adhcmd to m required. 4. The designer shall determine by accepted engineering Pmnice lie allmwbleland, far site specilic load cnndithonOlcludiog load enmbiralons)usingdw data Cie. the nfounble Ined, red" olld SPons in due OPPro L 54 Cleared..R itnaud Dllanoble5pona havo bean lLstN mmarl Fl)C Including the llVllZ In tlVHZ dd9p.duu0all IWe q in Abacbeet "not to be earuideml Doing areas" Per Scalia 1616 unless hn llaes "shoo" In U, ordalca W Ibe Nvia requlnmcnbuwmer. 6. srhrw fzdwarzoI. been wed to develop nllusmble load, undspnns Ram(esling In arcurdaw- m the GuWda. for Alumiown Souclum, Poor I and eanfornva lO Ibe [•l3C Chapter Ifi mu120. 7. l'esting has been elmduaeJ bl ncuoTdmmo IN ASI'M L72-05: Slmngds Ted of i'anels fm Building Corelmuim. g. Refemnce ksl lcpons:HD'fI-05.198fl. HL31'i-UG-2IIW, hIGI'bUG-20GG. HEl7-0G2105. HOTLOG-20G7,HGT4U5.IOU2.FlG1'1- OG•2107. HRT1.05.1997.I1HTl-0l 2D69, II6T60b2070.11F.TW6-2U7L HEl'].W.tW4, IICT405-1991, H6T1-0G2072. I IETI-06-2073, iUI1 64074.11LUlA3.1996.IIETI-05.1989, I IE'f1-05.1993. Hrli.05.1985, IIET1-05-1995.IILT1465 1 WD, 716'11454997. H1711-054037, 11M 145-2029. FIB71-05-2039. 11B415-203D, HETI-05-2041.1HL11- 05-Il)74, H17f1-05-2071, I1L71A5-2D7N, I4Gl'4 WIthIndolbles' ?040, F4G1'i-US-iUl'_. 9. Linea lnm0lolDOon shall is vllmscJ ft3r Ogurca withL3lhc mblea shmrn. IU. themHnath ormle fio Cooll be eonsld 211nufinlens toDartllurpenelswfu m Pull6cnms. Ualgn pWlissimW]nay ixludc 3)rosmnath oflhe fan beam to cXceud shown RAUR!_n6 ass ofa le-snuei0ec vlceerine. 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)) MAX. ALLOWABLE SPAN (rT) Used L/120 L/180 L/240 10 2A,, ea9] 9.Zz AID 9A2 a9 .rd 16. A ].Is 7.9B IA)3 IJ.69 Za ] I6.J] o.99 IL43 LW .11 60 14b4 1199 021 Ise B ]3 .el 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE) LOAD <PSF) MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/B40 l9 e4.11 rill E.sl e` I U Z]b4 2364 23.41 ),II 2 2LW 01 4e 7 a sl no." l6s 'A ¢aria N.1] ason a. 9.J9 J.3J 11.]0 Loa. I].o5 IL99 W IJSb IJ.Z6 10.Z9 6' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX, ALLOWABLE SPAN (rT) 0 L/IBO L/240 l9 Al WN jjea M�4�1 Ja 19.61 11BJ BO 1e.01 169a Sent Aou VITN C@IMNWS "'Do' An -r 01M. 000000 2€ 10000000000r� G lxT CLncK Ir�N. anr�� r rimN C SLOPE I 4• MAX WIDTH INTERLO[K]NG 1 O RWEL (/4'/fl Has SLOPE) \1 Dno;o^000;oa d€ -t o 0 0 a O O O O zdh WS rAIE LLD W 4B o 000� rLun"notion' 1 r6e)xaf I CLUW SPAN N Rotor TO aRam oOn o 0o ow- EwInEER W RLnWD TV vawsDE FOR ROOr CUNMTHINS L SIpPW T ran fTRU.TIIRE DETA4 D] LHIS DR AMe M. tsuoSER 6, THICKNESS W 4L pAMALrel ao o0 00 vOC ]6' MAX IN He P fl-p' EPS ROOF PANEU SPAN DESCRIPTION WllunnL WHADD W DRIP Llo 0 ■ . u a0N5ULTING STRUCTURAL ENSINEER9 W 1�9 Te(en)esTass N us 62 ry4 do, n Y6 0 L°nm rJd P n3o U O,oaa.. E-E o as O gf2 E5� Ocy U34 5Js OUW �oU in (p N a 0 I Dravdog No.-FL-1001 I flFCEWED SEP S 3 1019 Pe�Rtln9 DeP uory °c St. Wdz Co Master Craft Aluminum Products 1634 S:E, Niemeyer Circle Port Stc Lucie, FL 34952 79 0' �-1Ew i 260" Existing U/Room Host 1T 0" Structure 12,6. Carport „-w 26' o" MIN. SET ACK REQ. FRONT SIDES CNR SIDJES� TECH