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Home My WebLink AboutPRODUCT APPROVAL - ROOFING102018 Florida Building Code Onllne } i f yy+e� ibis. �- t cS .• a 'S . °� �.w s' ( ✓ems :ir xl_;<3°a,X f}�4! o x SBtis BCIS Home i Lop In User RegiatraUon ' ~Hot Topics Submit Surdiarge 1 Stats a Fads i�S V i d s Product Approval t. USER: Public User Prqdvct Awmaii Menu > Pmduct or Application Starch > Application ust> Appaeaton patail FL # FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved d h !f 1, Publications ; FBC Stag I aGIS Site Map Unto; i Search „ l Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@doldmengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elltealuminum.com Quality Assurance Representative Address/Phone/Emall 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 3ames 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 Sections from the Code ROW-1 M COI Cert of Independence lidf 1709.2 1l2 IM2018 I Florida Building Code Online Product Approval Method Method 2 Option S Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/15/2017 08/16/2017 08/20/2017 10/10/2017 FL ek i Model, Number or Name I'Description 7561.1 �� I Alurinum/Aluminum Composite 'I 37476"x0.024"xilb EPS:Compositd Panel, 3"/4"/61x0.032x11b j t Panels EPS Composite. Panel, 3"/4"/6"x0.0240x21b EPS. Composite i Panel, 30/4'/664.030"x2lb EPS Composite Panel, Limits of Use — v..._. _ Installatlon Instructions Approved for use In HVHZt Yes FL7561 R4 11 2917C- u Co I Approved for use outside HVHZ: Yes instruct.p�Jf Impact Resistanit No Verified By: Do IQm, P.E. PE 49497 ? Design Pressuree +80/-80 Created by Independent Third Party: Yes Other: In, HVHZ, not to be used In structures considered living,, Evaluation Reports areas per FBC Section 1616 unless Impact protection is F? 756i R4 AE FL 7561 Evaluation R4Pprt-2017 FBC gdf provided�See installation drawing for nominal allowable design' Created by Independent Third Party: Yes pressures and spans. J Bask Next Conbtd Up :: 2601 Blair Stone tined. Telfahacsee R 32399 Phone: 856dB7•te24 The State of Florida is an AVIEEO employer. Cnmffk t 2007-2013 State of Plnrida.:: PRIvad Statement :: A2msslbi0ty Statement :: Raftmd Statflment Under Florida law, email addresses ere public records: If you do not want your a -mpg address released in response to a public -records request do not send sloctronlu mall to this entity. Instead, contact the oma by phone or by traditional mall. If you have any questlans, please contad 850.487.1395. *Pumiant to Section 455.275(1), Florda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an smell address 1f they have one. The ema0s provided maybe used for offidal mmmuniretlon with the 0pnsea. However small addresses are public record. If you do not wish to supply a personal address, please provide the Department with on email address which can be made avallable to the public. To detArmine If you are ailoanses under chapter455, FS., please dick h-. Product Approval Aeoepdp. . i � ''.® Credit Card Safe 'ANEL SPAN TABLES: 6' x 0.024 x' 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD CPSFY' FAX. ALLOWABLE SPAN TT) L/110 L/120 7i-e L/240 1C 2 EL17 20 1&O6 IBA6 1606 faA6 30 f1i13 1513 1 1+1v 40 a34 1710 n.n 12ro 10.91 6c 7 1L17 1f1 B43 70 tAA, NOW5.95 w 9 985 3 T 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)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 I V180 L/240 50 40 S7w.w60 J1716A116b4t 1a73 _ 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/240 10 2a5D I 2950 em 1 1%1 1924 17A9 11' .7 a 1 7 1 9 1487 ir14 IS74 122{ 4 SO 1528 9k2 5.0 60 4 7A0 L S 70 12A0 a49 - w 1a9S 4 L - 6' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LCA31 (PSF)I MAX. ALLOWAjAN (FT) L/80 L/1200 L/240 10 24.0 B a e3A2 20 034 23.t1e 30 elks 17A2 40 2oe6 2005 50 1 19A7 lOk26 1.. 7A2 70 r71, 1 402 422 BO I5. 15.7E 7A2 1A2 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABL)l LOAB (PSF MAX. ALLOWABLE SPAN TT) L/BO L/IeQ L/160 L/240 10 1933 M" 1766 20 lira 17.66 '1636 6 30 1680 1635 CAI 40 Z749 12A6 Owes 5 14.19 L176 1a71 um 60 1Ha7 1CA6 4.7 111E 6be 2A7 00 ta26 fll 4 GENERAL NOTES I. Composhe psrels ftil be eonstrwAcci usingtype 3003-11I54 olBminum f n:1119 ,1 or 2 PCF ASTM C-579 carpenter brand EPS adlaro to altnalanm fhcings with Ashland Chem1ed 2020D ISO grip. Fabrjc i. to be by EOte paid products only in =cords= whh approved fabrication amthods. 2. Elite roof panels l ahratin a UL 1715 (h* elm 18` (act) mft and am IHR-501 approved. 3. ThbspeeificttionbaTbeendesignedand shall befAriconedineemnd aCCwiththereVirmlattsoftireF7orldaBlrildlage . �e 6e Edition (FBC) comportte panels comply with 7 Section 720. Chapter 8 Section U3Class A Interior fid* and Cheptor 26 Seaton 2603. Ali local bndid'ing code amendawrits dwH be Wbared to as aequhed. 4. The desigtta Shill deaunilne by eoeeptod enghrceria& pleclice the allowable loads for she aprxifk load conditions (Incladiag lead co1111104flans) acing the data from the Wtowable toad: mbles and spare in this approval. 5. Deflection llmhs and allowable spans have hem listed to race MC idetruft the HVHZ In HVHZ, this produet.ahan be wed insttuctmm^twttobeconsidered llviggWOW Per &vtion1616unk 111111cttealstuacelnwwtdw.tothe HVHZ requirements arenut 6. Sakly factor of2,0 has been used to dwefop albwaNe loads and spans from costing in mordanee to the auidelllxs for Alaniaan Sbacmres Part I and oardomato the FBC Clmpt,-r 16 and 20. 7. Testing has been conducted In Gcwrdance to AnTM E'77r05. SM4%h Tea of Paaeis &r Banding Corutruction. S. Rehsoxe test trptrfis HEr1-05.1988. HE'f1-DS2104, HL n-ob-2o66. HEI$4&2105, RMI-06.2067. Hb71.05-1002, HCil- 06-2107. IfETl-09-1987. IFE f4t6.2069, IIM-U&2M HETI-0&2a71. HE1'1-05.1994.IIETi-05-1991. HEI'I.0fs2072. HETI-llb-2073, HEn-06d074. HEn-OS-1995, HE n-05-19g9. HETI-0S-1993, HETI-05-1985. HE17-05.1995, HETl-05- 1990, HETI-05-1997. HETI-05-2037. HENT-O5-2029. 1`111TI.05-2039. H4T1-05.20M. HM-O$-M. HET7-OS-2048, HETf- 05,2036. HIM-115-2031, HEi7-05-2038. HM-05-2065, HS1145-2046, HE-n-05 2042. 9. l.irrear iaterpolsion sball be allowed for frgao9 within the tablesaham. 10. Panels with fin bearsshall becomMeredegnlvw ttoaimtlorpanelswithoutfanbeams. Design tmote•slooalsmayInclude 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX ALLOWABLE SPAN (FT) 1./80 L/IEO L/180. I L/240 10 mu 20a3 19 IBM 20 19A2 7.5a 1635 175a 1$ 9 40 1693 13e9 43 60 1574 6,q7 60 14k4 13.99 1 G52 5 866 1A6 f0 w 6 3143 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD O'SF)1 MAX. ALLOVABLE SPAN (FT) L/80 L/120 L/160 L/240 10 4.17 Bu7 217 2 23A1 23 30 E2.57 ZE 1a.90 40 2LS1 2151 90.19,1n 50 2a49 20A3 18BB 90 60 1939 1 17.s7 14.70 70 19.33 Imes IME59 a0 1 1726 726 14M 1a49 6' ): 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLDVABLE LOAD (PSF)1 MAX ALLOWABLE SPAN (M L/80 L/120 L/1130 L/240 to PAAO 24A0 24= 23.84 20 2365 WAS 213{ A4 30 2251 22.94 _ E E 40 em 22E3 2L85 0 2153 v+ce 2110 1 EO 2as2 20.82 IU7 70 2a11 2a11 IM 1 7 87 9A 19A0 1687 1688 SEAL JOINT WITH ctn"Dw 111S cA ucm 0000 000000jj DOERLOCKING rROSs SECTION OFTn%V- ITER � 1 r:!Wxi?D?H a�iEW-0clfptG `nor IrCAP mi EPS cam Ile ER eL2 II FAID164 F�CLEAR SPAN ALIAlDiBI ACRmf IAaL a3 Dmx Ter D!S=� RR F' a � ADD Tf3fe NX IN Fatale a 2M SUPPt6ltRa3 srRueTaliE OILB7 7HISOR WaL1.OF PANEL VIM a SIDES ' MCX AT 111EA AM' OTFIERDV@JEEiL EPS ROOF PANEV SPAN DESCRIPTION DO KIM & ASO 1301ATE8, LLD CONSULTING STRUCTURAL ENGINEERS P0eO1tom TwM FLZWM T-Liswaw-0m cos ,. Y. Y.'` oosh8Q - FI^R ) - L noloLtaAS DrawkQ N0. - FLr5001 SHEET IOFI DD Kim & A13913CIATE51 LLC OoNSULTINR STRUCTURAL EN®INEER® Florida Board of Engineers 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 Skin 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 61G20-3.005 (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`k 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. T �� 71ftMeenMmeenaeley.pmdwr�d6,pur. ar�i��!AL "fG`�: nmae�lead..uay.pgmsgw.nmrex.dm,leat • 1 .. NidofofpgRilOMa4lGIdf1AA9�IFdM1iJ111d/I! egalnB ap31Nw01danuplelMAtmgs ID17�L1! IYk9DpbC Do Kim, P.E. FL #49497 '.0. Box 10039 813.857-9955 "a, FL 33679 dk@dokimengineering net Sheet 1 of 3 DD KIM & ASSOCIATESp LLC CONGULTINO STRUCTURAL EN®INccR® Supporting Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 61 Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL-1001 titled "EPS 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 E72-05 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, HETI-06-2107, HETI-05-1987, BETI-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-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI 05-2029, HETI-05 2039, HETI-OS 2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, HETI-052038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 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. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). .0. Box 100339 813.857-9955 amps, FL 33679 dk@doldmengincering net Sheet 2 of 3 DO Kim & A9BOCIATEs, LLC CCXNBULTIN13 STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code Oh 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 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 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. 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. .0. Box 10039 813.857-9955 amps, FL 33679 dk@dokimengineering.net Sheet 3 of 3 Do Kim & AssOCIATEs, LLD Comm s.,rim® wraucTuRAL EM®INEERB Rod& Board of Engineers Certificate of Authorization No. 2688 7 Cerditcate oflndenendenee 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 ofthe product named in the accompanying Florida Product Approval Do X� Ft,#49497 P.O. Box 10039 813 374.0321 Tampa, FL 33679 8 13.3 74.0322 (fax)