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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING1/2/2018 SCANNED BY St. Luide County BC.ISSHH"omme ' Log In User Registration �.;} Product Approval •' I /USER: Publlc User Florida Building Code Online Hot Topic. Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map FL # FL7561-114 RECEIVED Application Type Revision Code Version 2017 J U L 2 2 018 Application Status Approved $T. Lucie County, Permitting Comments Archived 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@dokimengineering.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/Email Category Rooting Subcategory Products Introduced as a Result of New Technology Links Search 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. @ 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 ann dtl.asox?naram=wGFVXOwtI]nsa.lk7X79RRnl'.ar.NR2vr.%7hRRVMR.QnHnAimno/RA Ire 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 06/20/2017 Date Approved IO/10/2017 Summary of Products FL # i Model, Number or Name Description 7561.1 I Aluminum/Aluminum Composite ' 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb Panels EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, 13mits of Use . Installation Instructions — Approved for use In HYHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Verlfled By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HYHZ, not to be used in structures considered living Evaluation Reports areas per FBC Section 1616 unless impact protection is t.7 R4 t. C\ .,7~f _ - a t' - t '` • ti. 3•.a'3`_"_k.."3t'i provided. See installation drawing for nominal allowable design : Created by Independent Third Party: Yes pressures and spans. 1__i L_-J Contact Us :: 2601 Blair Stone Road. Tallahassee F132399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Aamsslhlllty Statement :: Refund Statement Under Florida law, email addresses ere public records. If you do not want your e-mail address released In response to a pubilc-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 Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email 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 are a licensee under Chapter 455, F.S., please dick h=. Product Approval Accepts: El E] ® itbark ,++ _.; Credit Card Sale }}_ r_ �t aka �#i�i•.z�lt"`.". aoo dtl.asox?Daram=wGEVXQwtDasaJl¢X72BeuCecN82vc%2bRBYM6sOHaAimn% 3d 9/1) E 3 x G.024 x l i. 3 CPS PANELS (ALLUWABLE CLEAR SPAN CHARTS) NET MAX. ALUI ABLE SPAN (FT) AILOVABLF LOAD (PSF)' I /Rn T i it;Tian 1_ N] 633 764 [:4,) x 0.024 x 1 - LB EPS PANFI SLLO! t LI E CLEAR SPAN C--AR I S) NF' hAX ALLOWABLE CPAN (FT) ALLOWABLE IL� LOAD (PSF) I I'an-T Ii!an I 6' x 0,024 x 1- I B BPS PANELS (ALL=\/AEL.E CLEAR SPAN CHARTS) _- NET VAX. ALLOWA-I.E SPAN (F'T)- ALt OWABLE LOAD (PSF} L/80 L/I 0 L/o180 L/240 2124 2I47 23R3 all 19.3G 1"rR ! 3' x G.032 x 1 - LB FPS P A!NELS (,-tLL01/AB_E CLLAR SPAN CHARTS) NFT MAX. AI_LOWA31 F SPAN (` T) 4LLCWA8_.__ _ LOAD (PSF)l L/80 7/120 L/240 _L/180 (_,, i0 17,:i0 17.50 IG.01 SS.EG 112-1--L H;.i6 Is3c 4ec" 1" i�' _ N.06 ' 1a36 53 12.22 ia'1 OJS - U.36 73 _ a7 927_ 1 7.ED 616 4,56 - - - �' x 0.032 x 1 - LB EPS PAN.: CAI I ',1B1 E CLEAR SPt;N CHAF?TS� Nk - VAX. A... 1'WAB_L SPAN ALI_OwAyLE LOAD (PSF)1 _/DO _/In :-/1B0 .. SD V-0 2050 e0.11 :724 20 19,61 1924 17.49 37.7< -a0 " 163.17 1224 1 ,49 "7' 1497 i2.24 . 4ll 1!.7P P..74 50 1`.25 1359 12.P4 ;.62 7.CC 523 1.75 1 GO 1, .8' /f. 12.A0 1a49 R74 1.7G 9C IM95 C)' x C,032 x 1 - LB CPS nA\FI_S (ALL©WABLE CL.FAR SP+-N CHARTS) NET ALLLWAB _ MAX, ALLOWABLE SPAN (FT) LC.•- (PSF)' L/8C l /120 LVIJO L/246 w P,ac 240n 24m 234z 2C 2JJ4 I .3.2: 21.92 ^c GP7 3C 4e 30 2iL3 I-e 1702 G)86 2aAS 7.0 1JE? 7 1962 I ,a47 ics IOb? 3' x 0.024 x 2 -- LB LPS PAN__1 S 'ALL_WABL_ CLEAR SPAN CHAR-S) NE ALI. 17W03LE LOAD (Ps.-)° ID VAX. ALLCWABLE SPAN (F-) Lit;O 19.33 !_/IU7 IB.TJ_ L/160 Li2,0 19.a1 :76S � - 40 W 15A9 174 . 1506 1SJ., 1506 9$6 to I 10.71 GO 12,87 le.46 8.57 C. 7 /0 Il. i7 , 1I�16 6h2 2A7 UO 1026 4' x 0.324 x 2 L3 EPS PANELS (ALLUWABLE CI.FAR SPAN C%iAP,TS) NET - MAX. ALLOWAIA F SPAN (FT) 20 60 6' x 0.024 x 2 - 13 EPS PANELS ..ALLCWABL= CLEAR SPAN CHAR-S) NE7 PAX. 4: l CWABLE SPAN (F?) ALLOWA31_E LOAD .PSF> L/80 '_/l20 _ 1 L/?e0 10 2.A93 2393 _L/1BO 23BH 1.. 2367 co J." 0 2320 23.03 I 22w6 30 7P.47 247 ae.ld 2133 40 el./3 21 /S 2L33 20 ?0?0 50 - PIA2 21112 20.49 19.07 TO /0f9.57 2a29 LOP9 o6 17.91 '-fB79 iG.HI 15.6a .. GENERAL NOTES I . Composite pa-tels shrill be constructed using type 3003.11154 aluminum facings, I or 2 PCP ASTM C-579 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite TOOf panels ImJintaln a UL 1715 (hit) class'B' (exa) rasing and are`iER-501 approved. 3. This specification has been designed and shall N., fabricated in accordance with the requirements of the Florida Building Code 616 Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter B Section 803. Class A interior finish, and Chapter 26 Section 2603. All local building cede amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allov iblo loads for site spoil ie load conditions (including load combinatinns) using the data from the allouuhle loot] wiles end spans in this approval, 5. Deflection limits and allowable spans have been listed to meet FBC including the iTVF17-. In HVHZ this product shall be used in structures"not to be considered living areas" per Section 1616 unless impnet resistance in accordance to lie IiVML requirements arc met. 6. Safety factor of2.0 has been used to develop allocable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to file F'BC Chapi_r 16 and 20. 7. Testing has been conducted in accordance to A87;ti1 L72-05: Sire,lgth Teat of Panels for Building Construction S. Reference test reports: H6rl-05-I98R, HETI.06-2104, IIFTI-06-?066, Hh'f1-06-2105, HEI'1-06.2067, HE rl-05-Ion, HETI- 06 2107, IIETT45-1987, TIETi-06.2069, I IETi-06-2070, TIE r1-06 2071, IIL•TI-05-1994. IIFTI-05-1991, 1 IETI-06.2072, HETI-06.2073, HETi-06.2074, HE71-05.1996, HETI-05-099, FIFTI-05-1993. HETI-05-1985. HETi-05.1995, HE'r1-05- 1990, HE'ri-05-1997, HETI-O5 2037, HF'fT-05-2029, HFTI.05-2039, Ht;rl-05-2030. HETI.052041, HF.TI-05-2048, HFTI- 05.2036, RM-05-2031, HETI-052038, HETI-05-2065, HETI-O5 2040, IiF.TI-05-2012. 9. Linear interpolation shall be allowed for Figures within the tables shown. to. Panels with fan beams droll be considered equivalent to simillir panels without fan beams. Design profeeslonals may include the d_._h -rd- r ., ultimate loads 3' x 0,030 x P - LB CPS PANELS (ALLOWABLE CLEAR S'AN CHARTS) NFT MAX. AL I.OWABLI' SPAN (F T) 4L'_GWAIi!_E (PSF)' _ L/8C L/120 j L/1©0 L/240 _ li 95 2e.03 19.42 1ao1 " 20 _ MW 18.01 ' 17.5H 1 .35 30 I .93 1/,j9 .517 I3.R9 4D I673 n67:3 i3.69 t143 07 73ln S::P ILC'3 E.97 67 14.6-4 1389 1(121 6.52 73 1355 IP.66 -1.<3 9.36 4.as fiS2 IA,C H3 12. G 4- x 0 03C x 2 - LB EPS PANELS tALLOWABL_ CLEAR SPAN CHARiS) ALLUWABLE j vAX. AL:..IWABLE SPAN (FT) I nAD (PSF)1 i /93 1 I n- an Ti Aran f a is,en 0.030 x 2 - LP EPS PAN:LS (Al. LOWABI. E CLEAR SPAN CHARTS) j NET kMAX. ALLOWABI E SPAN (FT) UWA ALLBLE LOAD <PSFY Rn�i I pprl I /f tan 7onn 69 73 SEAL JOINT WITH CONTINUOUS CAULKING 0000 00000CT 30000000000C .tq ------------ ED I MIT77ZINCE IN.TF..RUIU=_CROSZSECIION DPTHINAL GUTTER OR DRIP CAP SLOPE I A' MAXLWIDTH INTERLOCKING ,�, 0 1 PANEL (I/4'/FT NBJ SLOPE) I 1000O0O-O e1 EPS CORE ILB OR 2LB O�O2O�O ALUMINUM BOTTOM 1 II FACINGS h�CLEAR SPAN (U INSITE TO INSIDE ENGINEER OF RECORD TO PROVIDE FOR RD3F CaNN__CTI0NS a ADD THICKNESS OF SUPPORTING STRUCTURE DETAIL BY WALL FOR T13TAL THIS OR ANY OrHER ENGINEER. PANEL SPAW O" OO p0 oo 0 o0 0000 00 DH, 3G• MAX IN FRONT 6 25% OF PANEL 1lFRO 2 SIDES7 (12' MAX AT SIDES) EPS ROOF PANEU SPAN DESCRIPTION 0❑ KIM & A6613C1ATE9, LLC CONSULTING STRUCTURAL ENGINEERS Tagm, FL 3aa79 Te1l01MI&SI-M5 YA 4 J WO >. i WO ¢za 0 hIL 0 Cl) m Z G e LL 00 x O?a E c m L)aw E�v Q�tJ O F. It Ui �O1 lL DeiEWklM, P.F T: FIX REG. NUMBER 4949T4, 0 -�. DOMIMaA590(JATEa,dr, -r',aY, rEIT . Iy Drawing No. - FL-1001 SHEET 1OF1 DO KIM & ASSOCIATESy LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents 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. 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, 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, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1991, HETI-05-2037, HETI- 05-2029,_HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, I ETI-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). .0. Box 10039 813.857-9955 ampa, FL 33679 dk@dokimengineering.net Sheet 2 of 3 ®® Kim & ASSOCIATES, LLC CONSULTIN® STRUCTURAL ENmimEERS 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: 'his product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite tluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 1 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product iall be required following pertinent Florida Building Code modifications or updates. Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the mpany manufacturing or distributing the product or in any other entity involved in the approval process the product named herein. product has been evaluated for use in locations adhering to the Florida Building Code, 6'h Edition ;) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida ling Code, do not exceed the design pressures as shown on the approval. 5 t ���= l-be+ dlaa_.yskp.dwd vl'cd by D.X f�rl �` A t'FonC�1t 66elnFgaDljblSlav:lR. pin}ep ropk. e! vu Au(umMtaRepl<aYNtreday'tdDrd}tiitllyd D•e 09.-_1 /m}}bf.blyda�Y7e1K• NCmpiei Kim, P.E. #49497 Box 10039 813.857-9955 ?a, FL 33679 dk@dokimengincering.net Sheet 1 of 3 Do Kim & AiMociATESj LLO 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 6th 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-Hl 54 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. Pj�. Box 10039 813.857-9955 T pa, FL 33679 dk@dokimengineering.net Sheet 3 of 3 D13 Kim & A13SOCIATESp LLC CgABBiLiVM413 STRUCTURAL ENOINEERB Florida Board of Engineers Certificate of Authorization No.. 2698 7 Cerdfrcate oflndependence Do Kim and Associates, LLC., and Do Kim, PE. 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 in the accompanying Florida Product Approval WY.Jm,+. Fi, #Y9497 O. Box 10019 813.374.0321 unpa, F1.3.3679 813.374.0322 (fax)