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Home My WebLink AboutProduct Approval; Roofing1/2/2018 -lorida Btnlding Code Online I U 1 t_U !- BCIS Home i Log In User Registration Hot Topics + SubmitSurcfiarge Stats B Faets !, Pubiications FBC Staff I B= Site Map Llnks f Sardi f Product Approval (,jau PublleUser �1 a Rm duct or Ahwfiwtron search > Application > Applicitlon Detail _y + -• FL # FL7561-R4 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 . dk@dokimengineering.net Do Kim dk@doldmengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elltealuminum.com Roofing Products Introduced as a Result of New Technology 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 12/40/2022 Validated By James L. Buckner, P.E. @ CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified,By E ZEfi1 R4_ COI Cert of Indepgndence.odf Sections from the Code 1709.2 8 i 0.iY o 817 File COPY... 1/2/2018 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 40 Sum aiy of Products 1F1_ * - : Model, Number or. Name _ � Description 7561.1 I Aluminum/Aluminum Composite 13-/4"/6-x0.024"x116 EPS Composite Panel, /4-/6"x0.032x11b i Panels EPS Composite Panel, 30/4-/6-x0.0245QIb Composite _ Panel, 3a/4"/6a4.030-x21b EPS Composite P nel, . Limits of Use --_........___ ...�— —� In Instructions�..�_�.--'--- — Approved for use In HVHZi Yes FL7561 R4 II 2QjZ FBC-Elite Aluminum Corn -Install Approved for use outside HVHZ: Yes. Instruct, Impact Resistanti No Verified By: Do Kim, P.E. PE 49497 Design Pressures +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used In structures considered living,. Evaluation Reporisi areas per FBC Section 1616 unless impact protection is FL7561 Ej AE FL 7561 Evaluation provided. See Installation drawing for nominal allowable design ' Created by Independent Third Party:: Yes — pressures and spans. i ltack Rhgrt Contact W :: 2601 Blair Stone Read. Tallahassee FL 32399 Ph State of Florida iS an AA/EEO employer. Convrloht W07-2013 State of Florlda.:: Privacy State Aaoesslbrllty Statement :: Refimd Statement Under PloRda 11 addresses era public records. If you do not want your e;ma0.a ased In response to a publle-records request, do not send aleMonlc mall to this entitIFTribread,,cgQtad i„ offlee.by. dFe� ��iar yY -R +rave any questions, please contact 850,487.1395. *Pursuant to Section 455.275(1), Florida Statutes, eftective Od d; ,6U, Ilconsees 0rtnsed under Chapter 455, F.S. must provide the Department with an email address Ifthey have -one: The emaRs pmvlded may be used for official communication with the licensee. However ema0 addresses are pubric moord. 9 you do not wish to supply a personal re address, please provide the Department with an email address which can be made available to the public. To determine if you aa licensee under Chapter455, F.5„ please dldc here —productt Appiotral Acoeptft _, Cred"li Card Safe ELITE PANEL SPAN TABLES: 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD CPSF)' MAX, ALLOLFAKE SPAN (FT) L/80 I L/120 L/]80 ZIG L/240 10 7 1376 o '- M44 1144 I IP22 3D a 1478 660 40 U22 922 2.BR 90 017 of a79 7A0 &39 0.98 _ 70tm 451 - 60 1 E633 264 4' x 0.024 x..1 - LB EPS PANELS (ALLOWABLE CLEAR.SPAN CHARTS) NET ALLOWABLE LOAD (PSFJ MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 1 D 1940 WAY I633 ED— ;SOI L5.01 rw- Ia95 30 1210 12D0 IL39 4D 1497 10.97 1a B80 so-A92 9.9 9 4 62E 6D 13 7,91 4 70 g D52 L07 90ow aa2 - 6' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' NAX, ALLOWABLE SPAN (FT) L/80 I V120 L/180 I L/240 23001 M46 2L47' em ED 1R.06 14A6 6 6 3 13 Is" t334 ft44 ILI flR43 1 1. Net allowable loads are 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 ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/ti0 L/120 I V180 L/240 1 1780 7S Wit 19. 0 664 14,06 30 3406 nzi 236- 40 13.69 3Bt6 6 50 lam 11126 Sal a.76 60 Ia75 .266 927 aD 4' x 0.032 x 1 - LB EPS .PANELS (ALLOWAABLE CLEAR SPAN CHARTS) NET ALLOWABLE AD LO(PSF)< MAX. ALLOWABLE SPAN CFT) L/80 I L/120 L/180 V240 10 EQ90 99 19R4 20 A9 79.7 487 1224 40 2246 Mr-- 5®.00 1J57a 39sD79 - 6' 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LO:tD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 0 4 e .00 24 ®34 2321 2182 022 30 2163 19Ae OE 40 Bus E009 1702 11e2 50 1962 M47 140E 1062 0 IELM 1222 7A2 70 44 533 992 4 90 13.91 137E 7.4E 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/18D L/240 10 I933 1021 766 "- loll 1 . lcm'1506 I 1CAl 40 19.49 12A6 9a 137i 10M .e6 60 le46 857467 70 It47 1L1 E 207 1a26ssfi 467. 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) 20 L/180 L/240 21.97 M97 E142 2r.97 20 20.7 977 926-TB.TC- 30 1157 ]947 1a21 1696' 4 lii 1 1639 1716 1 .ag SS96 mm 14.75 14.79 13M R73 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALL13WABLEI LOAD (PSF) MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 V240 IO 2393 2193 23M 236a ED == 2320 13 22A6 30 2?_47 E 7. R59 'ME 40 E17S 2L3350 MEE 2L02 20.49 6a eME9 2029 IA 70 I93 1947 Qu I"4 1 1 .94 GENERAL NOTMi 1. Composhe pails shall be constructed usinglype 3003-11154 aluminum fadnga, I or 2 PCF ASTM C-578 carpenter blend EPS adhm to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by EOIe panel pToducts only in accordance with approved Fabrication methods. 2. Elite roof ixemb maIntain a UL 1715 (id) elm'B• (ext) ratting and are �111R-501 approved. 3. This SPeciflation has been designed and shall be fabricated in accordance with the requirements of the Florida Building Cade 6* FAtlon (FD4 colepos is Panda comply whh Chapter 7 Section 720. Chapter 8 Section 803, Clan A taterlor fialsh, and Chepta 26 Section 2603. AO local building code amendments dwD be adhered to Rs uequhed. 4. The desigue f shall determine by accepted cn&cedng pmc8m the alloy able loads for site specille load conditions (including load cearibitiatinns) using the data from the allowable load•; tables and spans in this approval, 5. Deflection Iimhs and ellomble spans have box listed to meet FBC incluling the 11VH7- In HVF14 this product shell be used in slruetures'not to be considered Uvb%areas^ per Section 1616 unless impact resistance in eccordence to the HVHZ requlmnent9 me meL 6. Safety fhetor ef2.0 has been and to clawlap allDaTd71e loads and spans from testing in accordance to Uk Guidelines for Alumiman 8trictmes Part I and cwdorms to llte FBC C6npl:r 16 and 20. 7. Testing has been conducted In accordance to A,gTM VMS: Strwgh Tact of Panels rw Building CWLctlut tlOIL S. R&*nmce tart reports HI F1-05-19$8, HETI-06.2104, HM 1-06-2D66. HETI-06-2I05, Hsn-o&2o67, HLTI-O5-1002, HETI- 06-2107, IIETT-OS-1987, FIE F-06.2069, IIETI.06-2070, i'1E.r1-06.2071,HETI-05-1994. IIFTI-05-1991, HETI.06.207Z; HET406-7A73, HEFFO6.2074, HETT-05.1996 HETI.W-1989, HFFI-05-1993, HETI-OS-1985, H£Tf-O5.1995, HET]-o5- 1990, HET405-1997, HEFT-OS-2037 HHTI-05-2029. HIM-05-?A39. HUI-05.2030: H£TI.0S-2041, HP.TI-05-2048, HSTI- 05.2036, HEM-W2031, HET1.85-2038, HEn-05-2065, HETI.05-2040, HETT-05-2042, 9. Linear interpotalion shall be allowed for rrgorm within the tables shown. 10. Panels with fan be shall be coluddeted equivalerd to simDar pastels without fan beaum Design proLnionais may Include 3' x 0.030.x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAB (PSF)' MAX, ALLOWABLE SPAN (FT) V80 L/120. V180 L/240 ID wil20ID 19AE Bel 20 9a2 1Bal 17.58 Is= 0 17.93 17M ma9 4D 1r.33 IGM I3B9 U43 50 IM74 iS.M I= 69 6o I4 REM 7D 1266 am 406 BD I M46 1L43 Me 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF7' MAX, ALLOWABLE SPAN (FT) L/80 I V120 I C/180 L/240 to 24,17 2417 9417 z417 20 2364 23,64 MAI 93H- 30 22.3 20w ar.9D 4a I 2L91 19.91 50 e0A9. 20.4 IG90 60 IMF- 1939 17.37 4. 7a W33 1 lE9J ® 7$ 1726 1 35 Ia49 6' %, 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (F'7) L/80 L/120 L/180 L/240 M E4m E423 240 also 20 e1 2334 3a { 2d9I M53 4 EE23 2223 a7.89 2L93 3 19R6 60 2aff' a ME 1 70 Fall EMU 19S1 1.s7 59 1 19AC WAD lac SM..m1Nr WITH CONTTNIllR1S CAULID)m 11110 0000 000000 gg )000000000017Mtl M nQnonn M11UPI FAC111W INTERLOCKING CROSS S=UM mff OR DRIP CAP OPE 4• MAXHTER WIDTH ILOCKWa PANEL lV4'/FT XIN SLOPD �0000000 ,. EPS CORE " OR 21.e 0�020�0 o_o_o_o ALUMINUM BOTTOM I I FACINGS 1�-CLEAR SPAN (U nmx TO INSIDE PROVIDE F�R�' CO mM NSOa ADD THTCKKI�EESS OF SUPPORTnxi STRIICTIIRE DETAIL BY WALL FIR TOTAL THIS OR ANY DTNER ENUMEER, PANEL SPMa O� 00 0o Or{ OD 60 . O C0 36' MAX IN FRONT i 25X 000 GF PANEL WIDTH a SIDES DO (t2• MOIt AT SmESI EPS ROOF PANEU SPAN nFS(22iP nnm DO KIM 6 A8130129ATE8, r n CONSULTIN13 t3TRLl Ecru RAL EN13INEERS POROXMIP TUTV%FLZM MD13)aw-90155 Y. Ar' w rec FtnHEM t p , OD10►iKA5 Drawhtg No. - FL-1001 SHEET IOF1 DD Kim & ASSOCIATES, LLC QON9ULTINO ®TRUCTURAL ENEINEERB Florida Boatd of Engincers Certificate of Authorization No. 26887 Product Evaluation Report Date:, August 10, 2017 Report No.: FL# 7561 R4 Product Category: Roofing Product sub -category: Products Introduced as a Result of New Technology Product Name: EPS Foam Core w/ Aluminum Skm Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite Aluminum 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, 60' Edition (FBC) and where pressure and deflection requirements,. as determined by Chapter 16 of the Florida Building Code, Jo not exceed the design pressures as shown on the approval. ai'c' n., . �� •' •. t o. tie`:: G•.s •.........• �Z y.'' nu.tnn.e.sr.cooxorsdaY..uaMoor. sgnahrce uVAEtvdfiedoew,e4CwYtmp4t avnis �rrof•osro• Do Kim, P.E. FL #49497 P.O. Box 10039 813.857A955 Tampa, FL 33679 dk@doldmengineering net Sheet" 1 of 3 Do KIM. & AssaCiATEs, LLC CONSULTING STRUCTURAL ENGINEERS Supporting 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. FL-1001 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. (HETI), and reported in. test report numbers HETI-05-1988, HETI=06-2104, HETI-06- 2066, HETI 06-2105, HETI-06-2067, HETI-05-1002, HETI46-210.7, HETI-05-1987; HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, BETI-05-19911 HM- 06-2072, HETI-06-2073, 113ETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HEM . 05-2029, HETI-05-2039, HETI-05 2030, HETI-05-2041, HETI-0572048; HETI-054036, HETI 05-2031, HETI-05 2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. . 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepares 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). P.O. Box 10039 813.857-9955 Tampa, FL 33679 eermg net Sheet 2 of 3 Do Kim & AssociATEey 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 6`h 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. 5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 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 LSO 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 are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements ofthe 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. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" and L/180 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 Tampa, FL 33679 813.857-9955 dk@dokimengineering.net Sheet 3 of 3 Do Kim & AssOCIATESp LLC 013HOUI-TING STRUCTURAL KNOINIENCRB Florida Board of Engineers Certificate of Authorisation No. 2688 7 Cffdficate ofIndeDendence Do Kim and Associate% LLC and Do Kim, EE 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 pwcess ofthe product named, in the accompanying Florida Product Approval It 449497 P.O. Box -10039 8133.74.0321 Tampa, F1 33679 813,374.0322 {fax)