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Home My WebLink AboutPRODUCT APPROVAL ROOFINGPe Ph) ; -�- U-- J �P J dlr SCANNED 1P42018 Florida Building Code Online BY dA ftui� sk y 3,.= wry-r rut mr 6� BCIS Home i Log In ; user Registration Hot Topics Submit Surcharge State iti Facts != publications z FHC Stall aCIS Site Map Unks Search tC tCia Proa;IuctApprotral s 059M. Public User PrnoUCt Aoaroval Menu a ProductorARDitcation Search a Apnflc tan List r AppikaHan Detail FL # F1.7561-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949.3200 dk@doklmenginearing.net Authorized Signature Do Kim dk@doklmenglneering.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/Small 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. 0 CBUCK, Inc. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FL7561 R4 COI Cell of Indeoendence.ndf • Al 1709.2 Yip. " https:iModdebuilding.org/pr/pr app dtl.aspx4param-ruGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYMBsOHgAjmo%3d 112 il2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 2 Optlon B 08/15/2017 08/16/2017 08/20/2017 10/10/2017 Summarxof Products FL # i Model, Number or Name `7561.1 Aluminum/Aluminum Composite 1 Panels i Limits of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80/-80 Other: In HVHZ, not to be used in structures considered living areas per FBC Section 1616 unless Impact protection is provided. See Installation drawing for nominal allowable design j pressures and spans. i Description 37476"4.024"x1lb EPS Composite Panel, 3"/44/6"x0.032x11b { EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, InstallationInstructions FL7 6�II 2017 FBC-Elite Aluminum Corp -Install Instruct.adf Verified By: Do Kim, P.E. PE 49497 Created by Independent Third Party: Yes valuation Reports Created by Independent Thin'. Party: Yes It:wQls h4EY.R Contact Us :: 2601 Bleir Stone Road. Tallahassee FL 32399 Phone: 850-497-MB24 The State of Florida Is an AVEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dapartment with an email address If they have one. The emalls provided may be used for official communication with the licensee. However small addresses are public record: If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you ass a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts:. https://floddabuilding.orglpr/pr app dtl.aspx?param--wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6sOHgAJmo%3d 212 ELITE PANEL SPAN TABLES: 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 (ALLMIABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF>l MAX. ALLOWABLE SPAN (FT) 7/8C L/120 L/160 L/240 1�2D =I�ss>. � 5.9s>• ++.. a tat I&a 9a6 13F9 ..__i2.f6 8y5 496 50 7Z22 L72b _ 551 .76 60 aJ6 866 70 927 8D 7Ji0 4.56 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR. SPAN CHARTS) NET ALLOWABLE LOAD (PSF>' MAX. ALLOWABLE SPAN (FT` 1 L/00 L/120 L/180 I L/240 10 e49.0 2D,5A - loll 924 E 19.61 - f924 17A9 17.74 1817 17.49 14.81 7224 40 I 16.72 IS74 12E4 e74 50 152a f 9 9.G2 a.0 f0 1311, ME4 7.0E 17S i 7D M40 fa49 4 0 00 leis 6' x 0.032 x i - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LD:i➢ (PSF)1 MAX. ALLOWABLE SPAN (FT) 080 7/120 L/180 L/240 ID 24.90 241N 23.42 20 2334 a12; 21a2 Zola 30 2210 2 19A2 17.0E 40 E4.e6 20A5 77A2 138P_ 50 f .6P 15.17 14.6E lw-- 6o - 28.39 b9 122E 7,4E 7a 1714 7S3D 9.e2 422 9h _ M.91 t'1:Te 7,qZ e W GENERAL:NOTES I. Composite peels shall be constructed using, type 303.11154 oluminuln facings, t of 2 PCF ASTM C-S78 cwpemer brand EPS adhere to aluminum facings with Asbland Chemical 2020D ISO grip. Fabrication to be by Elite panel products wily in ="Film= with approved fabrication methods. 2. Elite roi'llanHsmaintain aUL171S(I0claw 'B'.(eltt)taftand aye NERSOlapprove& 3. This specification has been devgled and shall be fabricated in accordance with the requimmaiM of the Florida Building Code 6 Editor (FBC) composite panels comply.whh Chapter-? Section 720: Cunt "8 Section 803."Class A infirlor finish, and Chapter 26 Secdvlt 2603- All local building code a landments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the alloy. able loads for she specific, load conditions (Including lead cambIrWinna) using the data Rom the altowable load tables and spans in this approval, 5. Deflation limits and allowable spans have beco listed to meet FBC including the3ivHZ- In HVIIZ this product shall be cued in 3trucuum`itot to be considered living areas•• per Section 1616 udess impact resistance la accordance to the HVHZ requirements -m met 6. Safety factor of2.0 has been used to develop allolvable loads and spans from testing in accordance to the Guidelins for Aluminum Structure Pert 1 and conforms to the FBC Chapiar 16 and 20. 7. Testing has been conducted In accordance to ASTM E72.05: Stm igth Teat of ponds for Building Construction. 8. Reference test reports: HE r1-05.198B, HETI-M2 ( D4, HETI-06-200. HETI-06-2105, H6r1-06-2067, HLTI-05-1002, HETI- 06 2107, IIETf-0S-1987. 1 IETf-06.2069, IIETI.06-2070. HE1146.211TI• IiETI-05-I994. I IFTI-05-1 991, IfETI.0&2072, HE1`I-06 -2073, HETI-06-2074, HETI-05.1996, HETI-05-1989, HETI-05-1993, HETI-OS-1985. HEr7-05.19", HETI-05- 1990, HET[-05-1997, HEI7-05-2037, NFR-05-2029. HETI-05-2039. HLTI-05.2030. HE'r1452041. HETI-OS-2048, HETl- 05.2036, HETIAS-2031, HETf-05-2038, HETI.05-2065, HETI-05-21140, HETI-05-2042, 9. Linear interpolation shalt be al lowed for figures whilm the tables shown. 10. panels with fan beams Shall be considered equivalent to similar panels without fan beams. Design profersio uds may inohide 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABL)F LOA➢ (PSF) MAX. ALLOWABLE SPAN (FT) L/80 L/120. L/180 L/240 1a Hall 1 2CA3 19.42 feel 2a 19332 lest i7.5 1625 JD 17.9 17-W L4,�3 0.99 40 1b.53 16.2i 7JH9 1 3L43 50 S'N 5a2 805 697 60 14$a 69 1e21 6.5E 7D 1355 t2. 936 4, 80 12R6 ll.43 _ 6 Ib0 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE i MAX. ALLOWABLE SPAN (FT) LOAD (PSF)1 L/80 L/120 L/180 L/240 to 24,17 24.17 2417 2.17 23.6423b4 Ea.at 2371 30 I 22.e7 2237 2I.50 21A' 4a IlSl 21.51 PA.39 1091 50 20A3 16�jI60 19 19J9 173]14.70 1a.33 3 musla 1.6 17.46 1 51a49 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 -,L/240 SO 0440 24" 2a.00 1 23.64 iJl 0365 aba 23.34 - P.2,94 30 •''E.94 94 2.99 21.95 4 Z223 E22 20.85 50 21.53 033 Elan 1 9.0 60 20.9E Mae 2a36 • Ifi A Zell 201t 19.61 17.07 80 39A0 ig.b 1887 t688 SEAL JOINT WITH CONTINOOUs OA.OLKING 00000000000 300000000001 DjT='RI_aCCIN(: Rnc< SECTtnN OPTIMAL DTER RIP CCAPmi EPS CORE 1LB OR 21.13 1 ALUMINUM BOTTOM 14--P FACINGSCLEAR SPAN N DMDE TO INSIDEENGINEER HAIL IN FRONT tSUPPORTING PANEL WIDTH a SIDES • MAX AT SIDES] OF RECORD TO PROVIDEFOR R 1OF CnNNECTICHS a STRUCTUREDETAILBYWALL THIS OR ANY OTHER ENGINEER ADD TI EPS ROOF PANEU SPAN DESCRIPTION DO KIM A88136{ATES, LLO CONSULTING STRUCTURAL ENGINEERS POBOXIDD39 TaOp.FL00ar8 TN:(01�&S7da06 f0 ...>[[[yyy111 A 'E Z - 0 M CO li P-I Z G tL O E m o> � m L E� �� 0 fal,RU N�o a o UL Q' IC NS 'F"REG NUMBER '4J• aa'i�lalt P.O„ - L ADo NQAt1iASSO0ATE%L ill/ P7FYaC' raat9.+`a,. s•°� �y�/�iWb65 4�,.. b+M imMev mu.0 a'a Druvrhtg No. - FL•1001 .HEST TOF1 DO Kim & AssociATEs, LLC CONSULTING STRUCTURAL ENGINEERS 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 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 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, 6a'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. . G•:. ... .': m.bmlae..aaste.hy.gn.duwutlee n,a.r. "/OAPAL �'. ,ire..mxamNt.,.ognty�mmrNrt.a®,t..r :. .. u�aom�rt,rc..tc.waeee.kom„a�io�anaa: 1dM1iNromUtt Dean rr, eEcwacmdi :onoatsnas�orroa Do Kim, P.E. FL #49497 P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengincering.net Sheet 1 of 3 Do Kim & ASBociATEBp LLC COMMULTING STRUCTURAL ENOINEERB Supporting Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 60' Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 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, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI- 06-2072, HETI-06-2073, HETI-06-2074, Mn-OS-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, BETI-05-2030, HETI-05-2041, HETI 05-204R; HETI-05-2036, HETF 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 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). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO Kim & ASBOCIATES, LLG CONSULTING 'STRUCTURAL EN®INEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6`s 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 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. P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 3 of 3 Do Kim & ASSOCIATES, LLC CamsuLTimis 9w auciruRAL ENmit EEas FloridaBoard ofEngineers Cetificate of'AuthorizationNo..26887 CetW Icate of Independence Do Kim and Associates, LLC. and Do Kim, RE. 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 WK5%. Fi_, #49497 - - P.O. Box 10039 813.374,0321 Pampa, FY 3.3679 813374.0322 (fax)