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Home My WebLink AboutPRODUCT APPROVAL1/212018 Florida Building Code Online x any r x 7} aRUDR7- '"t u3 KM Hems I Lap In user Reghtration Hot Topic Submit Surcharge Stats 6 Faets Publications R Ic Staff i Y=W SMe Map Lfib F Surch alhraadutt Approval d.*rUatm Public user Pmdud Aoeroval Menu > Product erAoelbzhtlon Saarch > AoeligWon ist Y Appllratloe Detall &MM11110.0 FL # Ft7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dlk*dokimengineering-net Bruce Peacock 4550 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacodc@elltealuminum.com 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 the Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L. Buckner, P.E. 8 CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence E 7561 R,4 COI Cert of Indeeendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 https:lmoddabuikling.orgfprfpr app dU.aspifiparam--wOEVXQwfDgsqJktX72BeuCocNO2vc%2bRBYMBsOHpAlmo%3d 1P1 -ELITE PANEL- SPAN TABLES: 3' x 0,032 x 1 — LB EPS PANELS (ALLO`yJABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)/ MAX ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 fe ON t,.Sj toss sm 7 60 FJA_ _ i 7 4' x 0.032 x 1 - LB EPS PANELS <ALLO`.!ABLE CLEAR SPAN CHARTS) AET WAX. ALLOWABLE SPAN (FT) ALLaWABLE, LOAD (PSPY i L/80 L/120 L/SBO L/240 m rasa i i 4 VA9 1s74 7 1 A 14a7 40 Lm74 L74 6t Lm —_ R r0i 40 0A9 a w lama 4 m 6' x 0.032 x 1 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALL13VABLE LOAD (PSF)1 MAX ALLOWABLE SPAN (FT) l✓80 L/120 L/180 L/240 a a4 C0 es a4e zo e3a4 att 2132 ecaLl- 3 as Naz1 IA42 ..� m 1 18T/ 14.E i06t 60 t ID t714 1. Net allowable loads ore permitted to be multiplied by 1.67 to derive ultimate loads (psf). GENBAIIL NOTES 1. COMCISh IOUVAS 1Am11 ha cmutraeted usixet Pe 300111IS4 duminam %dn&% l ar a PCF ASIM C M cVpener bmd fPS mdc=to alermiwm f&cb9F Aft Ashland ChL4dm12M0D LSO gip. Fdeiedi°a to be by Error pod pmduar agy in mcatm= %t1h Waved 6bri adne amlimis. 2. Ermmorpa¢ismahawaaUL171S(In*cbun'B'(at)IW!mand are UEM0I2ppuued, J. This speeirtadlad his been de*pM and )Imll be rabrirsled In aemldancm will the feqU1'cr&W 6f the Fbdda Buildog Cade 66 EdW a (FBC), c=poshe pwmb COWly whh ChapEer 7Scuica 720. Chapter 8 Socam U3. Clm A Interior 6nlah. and Cbe dr 26 SeMia1M. All local buMn@ cW,- atlntidmeam gall ba nata w to as mqubad. 4. 11rc deFiglgahaD deteomoe by mcmpwd rnglnmdog pmdice the alloy )brie loads for trite opecirc toad muRtIm (inch dh!t lead wa6butle a)mb%thedatafiomthesliembteroad:tablesandspa,,iothisapptavd, S. DeBeelaa Gdtie cod dbwd& gmmhavc bem lbtcd tb t1l0et FBC itielo Beg the HvUL In fIVHZ &h pPoduet abdl be used is skugas'jtm to be cmzkknd Ovbtg mcW per Section 1616 onlm luWrct 11'tLgm 9 Ia ccmnkam to the HVHZ ragtrowu mmetaet. 6. Sakglfaam0172.0Ism been wed to&mM*aJtovw6lalaadsand spmsrmmtestingins mrdmceth*eQuiddlaafor Alamivmn SOtslme Pat I aW codbC. to the F8C Cbapx 16=d 20, 7. Tewieahnb=mffimxedIn1ccmdamemAf;rMM-0kSactaihTcAafPateifor I3WW1tgCansnWoo. S. Refaermtest.q.tH[[I�519EQF16710&21MHEr1062p66,HETFOb41lIS,HiI7-0621K7.H171OL1002,HL�7 06-2107,1M17-0S.19E7, f1BR-06.2069, I[ET1.06-2070, HE[4116d07f, HETI-05.19K I1f11-05-1911, fi]M.06.20Tt, I I 1997, HET14 6.2037 FIbn_0_2M9. HM43.2039 HhTI-05.2030. HETI-0SMI. HEfl-OS-2008 RM 05,2036. HET45-2W I, HCTI4152031f. RM415-20ti5, HEl145-204% HERS-20f2, 9. Liam k ap isliceshnbealbxcd6rritaca%id"theubleg'&WA L it Ptndswhlt1i06earma5allbe6mniderodequ(va5etatotiw7erpmc(mwldnut6nbum Desigtpao6atl6mis°aylOeEdc thesoerIAntthMtvrntem�t�a�.,.r.-- 3' x 0A30 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET &LOVABLE LOAD CPS F)1 m MAX ALL17VABLE SPAN (FT L/60 V120 a L/LBO lmAx L/240 alai en ts= n as 40 L� i t B! i A 4 2A6 4' x 0.030 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAIL ALL13VABLE SPAN (FT) ALLOWABLE LOAD (PSFY L/60 L/120 L/LBO L/240 1 2417 aul 2417 a4 am 204a ]fia9 i 1929 l .a7 4. 0 M Ius Iz-Yl' 726 1 2b � 6' :: 0.030 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLFi LOAD (PSF) VAX ALLOWABLE SPAN (FT) V80 L/120 L/160 L/240 to a m mi.Y 23.34 22 S4 ss EM a� 4 t�xa 2t10 xae i tail I W° 1 1797 W —1. 19A0 ISeI I r�rw 0=0() 00)0ooc r 0!"33 w PANEL a/4YFr 11ai SLORD o°ono°o°o°o 6 o a o 0 0 0 0 0 0 0000000 tla rR as o 0 0 0 O°O°O°0 0 C M TRW N V=E M Sr®E one aN o° O° tIIt a � AM Tlm70ESa O' po 9G• rAx v Falb a esx AG�706 arRla;latC NAIL 11T VALL FOR TOTAL 5.6. 6 IM'El. MDIa a 11125 0t ANr 01f� PAT.. (t2' tIA1f AT 1O1E9 EPS HOOF PANED SPAN DESCRIPTION DO KIM ABBOolATEO, LLo CONSULTING STRUMURAL ENGINEERS POSCWtsm TwMFLOga Ta(Olf "Am Y; C. •;,tiCeN otil9BWfc _�� rutttmtq L � mrifa�t IksWtD No.. FL-ht10h I 112i2018 Florida Building Code Online 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 SumniWMgf Produce f FL N i Made& Number or Name ; asalptlon i 7561.1 Alulnlnum/Aluminum Composite ,iii 3"/4"/fi84:024"ltdlb EPS CompositePanel; 3'/4y6-x0.03bdlb r 1� I Panels I EPS Composite Panel, 3"/4"/6-x0.024-x2lb EPS Composite `.._ _ ........._. _.._....- , ._ } Panel, 3y4y6"x00030"x21b EPS Composite Paned, — wnita of Ilse `Instdletlon Instructions .n -- Approved for use In HVHZe Yes FL7 61 R4 H 2097 FBC-Hite-Aluminum Coro -Install vei Approd for use outside HVHZ: Yes Instruct. I Zmplaat Rmistantr No i Verified By: Do Kim, P.E. PE 49497 1 Design Prammi +80/-80; ( Created by Independent Third Party: Yes Others In HVHZ, not to be used In structures considered livingj Evaluation Reports ? areas per FBC Section 1616 unless impact protection Is I Ft 7S61 R4 AE FL 7561 Evaluation Rpnort-2017 ac,odf s provided. See installation drawing for nominal allowable design `. Created by Independent Third Party: Yes { pressures and spans. Cavdk Nkst V CioOQct IZq :; 2601 Qlatr Stan" Road- TallahwaIM FL 3230 posit : 85b4�-ie24 The Stow of Florida to an AMW employer. Cbowioht 2007,2023 State of V9=.:: gyp S :: : t $mQO,Siomment Under Raft & law, eme9 oddrawee me public records. V you do rot want youra-mail address mleand In rope ne to a publ*mcaNa mquas4 do not and eledmaie mall to this entity. Inatmd, canted tern ofrloe by phone or by tradltlonei mail. If you have ahr questions, plam contact 850.487.1395. ON Mont to Section 455.275(1), Florlds SUetuta, effective October 1, 2012, liaanseas Reamed under Chapter 45Sy F.S. mutt provide the OepartrntotwHh an email tl I Irthey have one. The amafls provided may be ussd for onkial communization velth the Ilansse. Howwer amall addresses an public moons, If you do not wish to s*ly a paaonal address, pkase pmvlde the Department with an email address which can be made available to the public. To determine Nyou we a Ilmnsee urder CMpber455, F.S., plena dick Lid. Pradud Appeovet Aeoaptu Credo Card Sate httpsJ/floOdebulfding.org/pr/pr app riff.aepx'Tpamm=wGEVXQwiDqsgJkrX72BeuCacN82vc%2bRBYM6sOHgNmo%3d 2l2 Do Kim & ABSIMATiEs, LLC DONIIULTINO STRUCTURAL ENOINMERR Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report Date: August 10, 2017 ReportNo.: FL# 7561-114 Product Category: Roofing Product sub -category.: Products Introduced as a Result of New Technology Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0692 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.B. for Elite AInminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code, 6 h Edition (FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval. nbave.ew "��A`AL .�" cinramwuuuori'ryC1��mpa.�i�M '' Anwnewn�awu4lwup.taw.kap� Do Kim, P.E. m►x�s,r xu«w FL #49497 P.O. Box 10039 813.857-9955 Tam;m FL 33679 dkQdolameng;neering net Sheet 1 of 3 DO KIM .Be ADSOCIATERp LLC CONlSULTINO STRUCTURAL �ENNINZWRS Suppordne Documents • 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6", Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FLA001 titled "EPS Foam Core Composite Panels", Sheets land 2 prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 3. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc. (HSTI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI 06- 2066, HETI4-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HM-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI- 06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-0S-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI- 05-2029, HET1-052039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETi-05-2036, HETi-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-OS-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QA1 Laboratories, LTD.) (FBC Organization #QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokiniengineering.net Sheet 2 of 3 Do Kim & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 0 Edition (FBC), Section 1709.2.. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval: In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site -specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. S. Composite panels shall be constructed using type 3003-H154 aluminum beings, I or 2 PCF ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int) class 'B' (ext) rating and arc NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. R. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (U80 for spans < 12'-0" and L/180 for spans > 12'-0'). 10. All supporting host structures shall be designed to resin all superimposed loads. 11. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001. b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001. P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 3 of 3 OCS KIM A ABAOCIA1 r Sp LLC camouLTINR evauaTYRAL ENOINrmR® Ploai&Board offtlnem CeatificW ofAtd imizWonNo.26887 Do Kim and Associates, LLU and Do Kim, RE. do not have nor wiU acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process oftho product named in the accompanying Florida Product Approval .h CL #49497 F P.O. Box 10039 813.374 0321 Tampa, Fr 33679 813.374.0322 (fax)