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Home My WebLink AboutPRODUCT APPROVAL?r Product Approval OW ; uB�R Public user > MaL > Appftntlon Own ,r m R. FL7561-R4 '"� Application Type Revision RECEIVE® Code Version 2017 Application Status Approved MAY 14 2018 Comm" Archived ST. Lucie County, Permitting Product Manufacturer Elite Aluminum Corporation Address/Phone/Emall 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949.3200 dkOdokimenglneering.net Authorized Signature Do Kim dk@doklmengineering.net i Technical Representative Bruce Peacock Address/Phond/Emall 4650 Lyons Technology Parkway Cncvnut Creek, FL 33073 (954)949-3200 bpeaeodc@eliteaiuminum.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Products Introduced as a Result of New Technology i 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. 0 CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 FILWW-TA At Cm Fy https:/Moridabulkling.orglpr/pr app dU.aspx?param-wGEVXQwtDqWkW2BeuCecN82vc%2bRSYMBsOHgAlmo%3d v2 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Flortde Building Code Onilne Method 2 Option B 08/15/2017 08/16/2017 08/20/2017 10/10/2017 Summary. of Products FL -...� — - - —1 kodsl, Number or Name_-_ i Deaelptlon� 7561.1 Aluminum/Alurolnum — poalte Y 3'/4'%6W.024"xiib EPS Composite_ Panel, 3'/4e/6"x0.032x11b Panels EPS lomposibe p4nel, 3'/4°/6Bz0.024"x21b EPS Composite Panel, 3 /4 /6.03ow. EPS °x0Composite Panel, Llmltf of lise Imtallation Ltstntctiotds Approved for use In HVHZt Yes FL7561 R4 It 20j� FBC Elite Alumtnurrt Ceta.rnr:4au Approved for use outside HVHZt Yes Instruft.ndf . - Impact Rwbtantt No I VerMed By: Do Kim, P.E. PE 49497 Design Presautre: +80/-80 Created by Independent Third Party: Yes Othw. In HVHZ, not to be used In structures considered living Evaluatlon:Raports erases per FBC Section 1616 unless intped protection is i k2981 its AE FL 75e1_amluation ct-2019 FeG provided. See Installation drawing for nominal allowable design : Created by IndependentThlyd Party: Yes L pressures both Mil ContactUm u 2601 WaIr Seem aead.7hllahassee Fi a2M The state of RW6 to an AIVffo employer: (+pavrraht aea7aa13 stet. of Fwde.:: MUM Stabonent :: AccassIblift sulinwMt I I AfhMd under FWda Inv, email addresses are publh: records. V you do not wain your e•ma0 address related In response to era publit-tecarde request, do not sand *seam lc mall to thb,antlty. Instead, tented the oSlea by phone or by trodnlonat mall. If you have any questmna, please Contact $50,407,1395, *Nment to Secdan 455.275(i), Fla Ma Statutes, ethmva Octa r 1, 2012, licensees Deemed under Chapter455, F.S. mutt pmvlda the Daperbnont with an email address 8they have one. The amalk provided may to used hr a"I commyrntudsn with the nesmes. However ema0 addresses we puWk meard. U you do nat whh to supply a personal address, please pravlde the Deportment with an ernall addresi which cen be muds wobble to the public To dKermhw If you Me a licerwa under Chaptar455, F.S., pWm dkk hoops I �.oduoe'IlpprararA�sptsd_ CSafed hlMaddebuliding.orgfpdr a ppp tpgetk dU.espx?pamm-WGEVXQw t�:rX72BeuCecN82vo%2bRBYMBsOHgAJmoOA3d 212 Do Kim & AS60GIATEBs LLG CONr•ULTINO ✓STRUCTURAL ENOINCKNO i I Florida Board of Engineers Certificato of Authofttion No, 26887 Date: August 20, 2017 Report No.: FL# 7561 R4 Product Category: Roofing Product sub -category: Product Name: Products'Introduced as a of New Technology i Skin Composite Panels Manufacturer. Elite Aluminum Corporation 4650 Lyons Technology Parkway Coe M Creek, FL 33073 Phone: 800-421-0682 EPS Foam Core w/ Scope: This product evaluation report issued by Do Kim and Associates, UC and Do Kim, P.B. for Elite Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61020-3.005 (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 produIct or in any other entity involved in the approval process of the product named herein. I This product has been evaluated for use in locations adhering to the Florida Building Code, & 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. Y. • ¢�,�.,LO 1D?;.T nac,.a.r.na�y "/��!.Al. rG ,, ' 4eerwrmMae m�eemgrer.w�,.grqwnrrrw>p.a ''':• i .. Nae.cxwaemtunlLrd$�slaidwklmits ami i Do Kim, P.E. rm� .a�•r+~s�Mca� FL #49497 P.O. Box 10039 813.857.99S5 Tampa, FL 33679 dI'll Qdokmengineeringnet Sheet 1 of 3 Do KIM & A88001ATE®, LLC Comsu rmn STRUCTURAL ENOINXICRO 5uDDortine Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 0 Edition (FBC), Section 1709.2. 2. Drawings: j a. Drawing No. FL-1001 titled "BPS Foam Core Composite Panels", Sheets 1 and 2 prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 3. Testing a. Testing per ASTM E72-OS as performed by Hurricane Engineering & Testing, Inc. (HETI), and reported in test report numbers HETI-OS-1988, HETI-06-2104, HETI-06- 2066, HETI-06-2105, HETI-06-2467, HETIOS-1002, HETI-06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-OS-1994, HETI-05-1991, HEM 06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETIOS-198S, HETI-05-1995, HETI-05-1990, HETI-OS-1997, HETI-05-2037, HETI- 05-2029, HETI-OS 2039, HETI-6-2030, HETI-05-2041, HETI-OS-2048, HETI-05-2036, HETI-OS-2031, HETI-OS-2038, HETI-05-2065, HETI-05 2040, HETI-052042. 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. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). I I P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk®dolam astiaeesmg net Sheet 2 of 3 DO Kim & A93900IATEBt LLC CONSULTING 8TRUCTURAL ENGINEER!! 1. Code Compliance a The product assembly described herein has demonstrated compliance with the Florida Building Code Vh Edition (FBC), Section 1709.2. 2. Large and small missile impact resistance lias NOT been tested to or evaluated for in this approval, In HVHZ, this product shall be peed is structures "not to be considered living area, 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 acco dance with its Product Approval Evaluation and Limitations of Use. S. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-579 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 171S (intj class 'B' (ext) rating and are 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 8. 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. 1 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (U80 for spans <_ 12'-V' and L1180 for spans > 12'-0'). 10. All supporting host structures shall be designed to resist 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@dokimenginaering.net Sheet 3 of 3 00 Kim & A136001ATEOr LLC COMOUL.T1N® OYRUOTURAL ENOINREND Florida Hoard ofFangin= Certiffcabe of Authorization A o. 26N 7 I I CePA?C4* g Lq jWen&nce Do Kim and Associates, LLC. and Do Kim, PZ do not have nor- will acquire financial interest in the company manufacturing or distributing the ptodudt or in any other entity involved in the approval pi ocess of the product named in the accompanying Florida Product Approval bo FL #0497 P.O. Box 10039 813374.0321 Tampa, FL 33679 8 13.3 74.0322 (floc) ELITE PANEL SPAN TABLES: 3' x 0.024 x 1 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) i ... �q_. _ I M.X ALLMIABLE SPAN OM 1. Net allowable loads are permitted to be multiplied by 1-67 to derive ultimate loads (psf). 3' x 0,024 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD CPS MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/24D W 1%= taco I= VA6 1625 I= 1SAt tsn7 taal 126 t2.s6 A57 qt 1t37 4' x 0.024 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLQWABL5 LOAD CPSF) MAX. ALLOWABLE SPAN cm- L/80 L/120 I L/180 L/240 law ]9S7ma tam Ic'm sass 59 a6 t —903 n 147a m 13'D x7o 6' x 0.024 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET AunvaBL LOAD tPSF>zE MAX ALLOWABLE SPAN CF D L/80 L/120 I L/180 V24D ® 02a 2SP0 em epAg- -kM7 22A7 man 50-gua 2W2 mH t 60 7A27 7J6 70 fl37 1937 2651 maq 1 9! GENFRALNOTI:4. 1. CMPOS Pif cb Ub6coDMucWcdggqM300341154dumtamDWflg%loe2PCFASTMC.S CWPMV&bmdEPS adTraoao ah®lam lbeerg• a4tlt Ashlmd ChLmIa120¢OD ISOgip. FabllemiaD to 6c try 1;Qtepand ptpdue° otdy yt wiDlappmvsd dtbel�trmmnbodS 2 EIim 100fP�6�iT1gD]Ra•1IL t�tS( C6SA ��(BC)[q tRd OTD� aSOl II�iIOVOd 3. TBttspneltTeadO�tlm6eerdpiyJledmdsh3flbetsSrimtedataeco�damcvwaLlherogDirt3tmtsoftheF7a3daenildifgGode @� Editloa(F8C), oomposf[e paDdacongly wGh �¢ 7Saetion 720. Cdtpter E Secliat R03. Cla$A bltetiorf,D6U,and t]feplr26SeWw2W3.A01ou1bs3itcoSeomeodmenntlm0be toasmlDhed. 4. Th4mer.*rAdq=a1wEy 18$q tboaltoviDiolozdtforsUogpccftlod oos(hchW1o6 ldadaolobdsifioas)iaingtbEdatfi=d aBovcbb(eat:Ub)nmadW=intblaappUvA 5: DtlleiOarzliaoddbwffiIevmslsmbmelmedmm=FBCacInaDg1beHVH7.iaiidFVtlbspendoetduttbemed inatt+ mcs- etobosamldetdti hVwcas'per Sed n 1616wl=h mamdztwmisaomrdaomftgwH171¢ 1equkammiaantx.. 6. NMOIL ceaeueirtd tattfarem b the FBC �T 16amd 7D.7. TeidngtuslieeumedausdlnocaorCmxtoA4TME72-0S SUSt�h7eexBDBdingCaD> BOILL Refamee te* teymts HBIf OS 191 t1677-06 2104, HEr1-0bID66 HHSII-06d067, Hhm-OS-1000,Hm- Ir-0b2069.1tEr106 f1ETf ab�A71. 5, IiF7 [-061991. IfET14)&2OT2,T4. I�ii-05199Q4 fiE71 a519S9. F1ETl aS0�1965. F{Et7 Qi199S, HFROS- as•ZOr1; NRi7-0S 2t>39. Hl T t�3,203R 1lt 1Et1-0SZ011. HB77-0Sd019.H6TI- 'f1.OS�it.NE7ip5.2�g.HE71.OS�40, i2. 9. LimeiotdjiuilGonatraBbedbBeilOxfeswithmtbe461esaiuwn I& PmbwitiaabemsaWboeemidaade9dvda+ltodm0erpwebwilhout$nbmma Dc3j tpn&rdomis0g1Whde ffiDa�1N'dblYDbmmmexceed�omvn acnattofeitc-saeeific 1 DGG -NU 'NM N it, l (If C `172) -2-Le D -o-Z 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE% LOAD tPSF) MAX. ALLOVABLE SPAN G-D L/80 t./120 L/180 L/240 c 2M a= L%42 tam v.» u >� 4law t a 6e 67 lam eo WA MM 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE L11AD tPSF}t MAX. ALLOWABLE SPAN CM L/BO V1P0 L/180 L/240 z+s7 I eu m 2M4 23AI Umm ae =7 MW em a zlst t ao m 1 37 1 70 1893 .1EN a149 6' ): 0.030 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWA�.E LOAD CPSFY MAX ALLOWABLE SPAN CM L/80 I L/120 I L/180 L/240 a E7b7 mm e= was eaw 73 mD mn 1 p 0• • wi 0 i • s 00010 • • • •-s • • • • • nalnumaNg am=^xam:. MIUMIL GUTnR OR DW CAP EPS lOM tL1 ct 2LA I t FEnTIN --a.rm SRw W am1E m Dtom FtN � a�� AOD 7MR7@ESS OF Da trcu��Eaaa ar v w�V�a � o0 3re HU DI MINT a ffi Or w�uc AT � � °D °o 0 °°° °o EPS ROOF PANEV SPAN DESCRIPTION DO KIM ABDOcz^TEE1, LL CONSULTING STRUCTURAL ENGINEERS PDDO1U M TNFMFLms Ato"894M 4L F_Z E �w n w tr>r _�h - Iu7aseu _ L m�al{0{I ND.-FL-1081 LTIFI