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Home My WebLink AboutProduct Approval; Roofinglorida Building Code Online 11141 L. 1 BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts fioriaa c, a� Product Approval O `R' USER: Public User Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # FL12225-R4 Application Type Revision Code Version 2017 Application Status Approved Page 1 of Publications I FBC Staff I BCIS Site Map Links I Sear 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@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2022 X Validated By CBUCK Engineering C;�rivedW Validation Checklist - Ma Certificate of Independence FL12225 R4 COI Elite Cert of Indeo.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 Year 1994 1994 tp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVn... 1/10/201 (orida Building Code Online TAS 203 1994 Page 2 of Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/16/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summaru of Prndueis FL # Model, Number or Name Description 12225.1 3" (min.) x0.032"x2# Aluminum Aluminum skin, EPS Core, composite panel system Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel Spans Install Dwo.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim,P.E. 49497. Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. Wall panels shall Evaluation Reports be max. 48" wide with "H" mullion between wall panels. FL12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite HVHZ.pdf Created by Independent Third Party: Yes 12225.2 3" (min.) x0.032"x2# Aluminum Elite 1 hour fire rated panel Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel Spans Install Dwa.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim, P.E. P.E. 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. Wall panels shall Evaluation Reports be max. 48" wide with "H" mullion between panels. FL12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite HVHZ.Ddf Created by Independent Third Party: Yes 12225.3 3" (min.) x0.032"x2# Aluminum Aluminum skin, EPS Core, composite panel system Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel Spans Install Dwg.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim PE PE 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. Panels shall be Evaluation Reports max. 48" width tested. Multiple roof panels may be FL12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite HVHZ.pdf interlocked. Created by Independent Third Party: Yes Back Next 1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant tc tp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVn... 1/10/201 (orida Building Code Online Page 3 of Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addres: they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish t• 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 ur Chapter 455, F.S., please click here . Product Approval Accepts: Credit Safe :tp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVn... 1 /10/201 OVAELITE ALUMINUM CORPORATION 4650 Lyons Technology Pkwy Coc..0 Creek• FL 33073 1-954-949-3200 3'(M1N,) x 0.032 x ZO-LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) x 0.032 x ZO-LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) -1 2.000 �+•- MAX ULTIMATE DESIGN PRESSURE' MAX. ALLOWABLE SPAN (FT) (PSF) LADL/120 aw-)tG7 9a 9a • P•.13 PSP (aWt 00O Pa,..lel PSN P.,,.1. PY [➢WIESPalOS Pa,••)161 PSI 3180 1. ELITE 1 HOUR FIRE RATED PANEL B .090 BASE CHANNEL .032' ALUMINUM FACING 1/2, GYPPUM C 1' TONGUE GROOVE GYPPUM CORESOARD 112' GYPSUM 1'-2 lb.. EXPANDED POLYSTERENE .032• ALUMINUM FACING 3- ELITE H-MULL B ISOMETRIC WOOD SUBSTRATE. %§ 0XI}OR 014x2' LAG SCREWS 2' FROM PANELS ENDS & 6' O.C. PER PANEL )s' 2Y.' ELCO CRETE-FLEX SS4 OR EQUAL 2' FROM PANELS ENDS & 6' O.C. PER PANEL I - BASE CHANNEL-/ (6063 T-6 ALLOY) BEAD STRUCTURAL ADHESIVE CAULKING OOOO OOOOOt:1—r 2.000 3.16� ,055 'MMULUON )OOOOOOOOOOC-- %'0x5% SCREW e12'O.C. OR Yi 0x7' SCREW a 8' H TT A NGS O.C. CBOTH W/ IWOxO,031' INT R ❑KIN • AGIN c .nor PLATE WASHER & 0.079' NEOPRENE GASKET (TYP.) GF.NERAI, NOTES I . Composite panels shall he constructed using type 3105-11154 or 3003-11154 almninurn facings. 2 PCF ASTM C-378 Dyplast Products LL ' )rand 11" adhere 1 - w'tl Ashland ' v d _ C l Sto aluminum fac cgs hit d Ch'mw U_OD ISO Trip. Fabrication to be by Elite panel products only in accordance with approved fabrication nlcdtUds. 2. Elite roorpanels maintain a Ul. 1715 (im) class *B' (ex:) rating and arc NER-50I approved. 3. Elite I hour Fite rated panel exceeds the structural and impact Capacity of the standard 3"0.032"x I -lb US panel. Double l hour prowl to achieve 2 hour tiro rating wall. 4. Thus specification has been designed and shall be fabricated in accordance with the requirements orthe Florida Building Codc 6111 Edition (NBC), (omposhe panels comply with Chapter 7 Section 720, Chapter 8 Section 803, ClavN A interior knish- and ClWpter26 Section 2603. All local building code amersh tcnts shall be adhered to as required. 5. The designer shall dckmainc by accepted engineering practice thc:dlowablc loads for site Specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this upproval. 6. Deflection limits and allowable spans have been listed to meet FBC including the IIVIIZ. 7. 'Testing has been conducted in accordance to TAS 201-94, TAS 202.94 (including water), TAS 203-94, and ASTM 1172. R. Reference test report number 97-044 front Construction Testing CurpuraGmL 13873 N.W. 1911 Avenue. Miami, 1:1. 33054. 9. 1n the IIVII7 all lastenen to be austenitic stainless steel or coated or plated carbon steel wish a Rock evil hardness less than C35 in die load hearing portion of the shall(. Screws stall be zinc coated per ASTM At 23, A641, or B633 ac nickel/chromium plated per ASTM B456,'fype SC per Aluminum Design Manual -Part 1. 10. Panels with fan beams shall be considered equivalent to similar panels without tan beams. Design professionals may include the strength ol'Ehc fan beam to excehA shown figures as part orsitc-specific enginxring. IL Products mccL the rBC deElxtion limits including Elio IIVIIZ (LBO ror spans < IT-O" in I1Vt IZ and Lit 20 in nun-IIVIIZ per Chapter 16 Table 1504.3. 12. In IIVIIZ regions, the L/80 deflection limit is for use in Group R3 occupancies with roorprojection not exceeding. 12 reet and where O)e structures are net to be considered living nnas per FBC Section 16163.1 07. 13, Roofpanels may be interlocked to unlimited width within Ilte limitations of the sites specific engineering. Walls panels shall be maxinnun 48" wide w4h'-tL- mullion between wall panels. 14. Wall and toofpmucls may be Used in situ -specific engiluered sultroom Syawls milirina gfatcd opcohigs ai alfovvei by Olc engineer ol'recur(I. Ettginur ofrernnl ttuty spxify equivalen altemme L•euutcction dc�Eails. 15. Cotcretesubstrate shalt be 33511 PSI miniawat. Concrete block shall be 2070 PSI mininttan. Wood shall have specific gravity ((-,) of0.36 minimmn. �HEAD STRUCTURAL 3' (MIN.) x0-032'x2.OM EPS C4)-g14x3/4' SMS SCREWS A➢HESIVE CAULKING (ELITE ALUMINUM PANEL) (TYP. EACH SIDE) SLOPE 4' MAX WIDTH INTERLOCKING OPTIONAL PANEL (3/4'/FT MIN SLOPE) GUTTER 6R � DRIP CAP ONCIDE ):'0 THRUBOLTS (SIX REO'D) e DETAIL I-�'t0036' 9.5' D.C. PER EACH 48' WIDE ON. ROOFPANEL MAX IN FRONT&2ANEL CHANNEL WIDTH 8SIDEBASE MAX AT SIDES)(6005 T-6 ALLOY) C9' CLEAR SPAN> a Y 3- (MIN.) 0.032'x2.00 EPS F SITE SPECIFIC ENGINEER OF RECORD TO PROVIDE (ELITE ALUMINUM PANEL) FOR ROOF CONNECTION & SUPPGRTING P1 STRUCTURE DETAILS. BEAD STRUCTURAL :,. CAULKING DETAIL V.ADHESIVE t.-. C4)-014x3/4' SMS SCREWSBASE CHANNELTYP. (6063 T-6 ALLOY) EACH SIDE) WOnD SUBSTRATF, C2)-%§ 0KIk OR 014x2' LAG SCREWS ON EACH SIDE EPS PANEL/ SPAN DETAIL OF CR MULLION CONCRETE DR COMMNCRETE BLDLK. (2) aLK4' ELCO TY4 CRETE-FLEX SS4 OR EQUAL ON EACH SIDE OF 'H' MULLION 34'0x5E1,' SCREW 0 12' Da DR Y'0x7' SCREW a 8' D.C. U)-t14x3/4• SMS SCREWS i§'0xs�' SCREW a 12' D.C. OR k'mx7•USSCREW (BOTH V/ 0 0xOL31' PLATE (TYP. EACH SIDE) WASHER & OA7V NEOPRENE a 8- MC (BOTH031' PLAT GASKET (TYPJ & ff,0 SLOPE GASKET CTYR) O O O O o"O O 0 0 0 0 0 0 0000 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 O�O°o°o°o°o° °o° 0 O°° 0°0�0°°°ul WALL PANEL W/ •H' MULLION WALL PANEL e o°o°o 000000 3' COMPOSITE ROOF PANEL RASE CHANNEL (4)-414x3/4• SMS Y• I ep (IYP. EACH SIOC WALL PANEL WALL PANEL DETAIL 1 •H• BULLION ELEVATION SCREWS DO KIM fi ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO Box 10038 Tampa, R33878 Tel: (Bi3)8H7-9956 14 [il APPROVALftPR0011CT rn LEEO ¢za o n o U rcCTY a COO O7 �Z LL�NaU�U�¢ -1 cF m w�0 E cV o5� �J o O tL (SOU LLaQp v a � W O WOOD SUBSTRATE. OR RI4x2' LAG SCREWS ON EACH SIDE OF 'H' MULLION CONCRETE OR ON H ❑ Kt DO VEON WM, P.E. (2)-Y'x2y' ELCO CRETE-FLEX SS4 OR EQUAL FLA. RED. NUMBER 49487 ON EACH SIDE OF 'H' MULLION DO IBM flA3SOCIATES. LLc CAq 26887 (4>-014x3/(' Sns SCREWS (TYP. EACH SIDE) PO Box 1003E Tempe, FL S387B MULLION Thbltemh been JeavWdhnOned and sealed by rlp.xnae. Y.KNNPEan Nlsde[etnNpe pi9ltel .rood ewms of th b dnwnmt am not onUdered BASE CHANNEL ,.,,...,.,,. Ngned andseoledand McWpnawe .a ................... -.,.. Y J.Drawing No. - o9D: PLAN VIEW A -A -I SHEET 1 OF 1