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Home My WebLink AboutPRODUCT APPROVAL - STRUCTURAL WALL602016 f Florida Building Code Online 'I 'Search 'I FIOtIda tlCpaItlii°ntof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts ( Publications FBC Staff BCIS Site Map I Links I rofessi6nal wUSER: Product Approval wjPBusines ublicUser Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail nowFL # FL12225-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Elite Aluminum Corporation 4650 Lyons Technology Park Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall Compliance Method I Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence SCANNED SY St Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d Evaluation Report - Hardcopy Received Do Kim PE-49497 Quality Auditing -Institute Ltd, 12/31/2020 James L. Buckner, P.E, at CBUCK Engineering d Validation Checklist - Hardcopy Received FL12225 R3 COI Elite Cert of Indep pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By L *, Sections from the Code https://www.floridabuilding.org/pr/pr app dtl.asox?oaram=wGEVXOwtnnv7Rrvlp.Rnanvr,7r_nnnon.,tnIKA, kr%__:,w�_r,-�.. ,K,., ,5/3/20Oi6 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval j Date Approved 04/30/2015 05/01/2015 05/10/2015 06/22/2015 FL # Model, Number or Name Description 12225.1 3" (min.) x0.032"x2# Aluminum Composite Panel Aluminum skin, EPS Core, composite panel system Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL12225 R3 II FL12225-R3 2014 FBC- HVHZ Elite Panel Spans Install dwD.pdf Impact Resistant: Yes Design Pressure: +43/-70 Other: Nominal allowable pressure listed. Wall panels shall be max. 48" wide with "H" mullion between wall panels. Verified By: Do Kim,P.E. 49497 Created by Independent Third Party: Yes Evaluation Reports FL12225 R3 AE FL12225 -113 2014 FBC-Eval Report Elite HVHZ Composite Panels pdf Created by Independent Third Party: Yes 12225.2 3" (min.) x0.032"x2# Aluminum Composite Panel Elite 1 hour fire rated panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43/-70 Other: Nominal allowable pressure listed. Panels shall be max. 48" wide with "H" mullion between panels, Installation Instructions FL12225 R3 II FL12225-R3 2014 FBC- HVHZ Elite Panel Spans Install dwo.pdf Verified By: Do Kim, P.E. P.E. 49497 Created by Independent Third Party: Yes Evaluation Reports FL12225 R3 AE FL12225 -R3 2014 FBC-Eval Report Elite HVHZ Composite Panels pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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-mail address released In response to a public -records request, do not send electronic all 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, FS., please click here . Product Approval Accepts: rggq ECtctl. 8 ACC irl 'SIP.. 111Cs' https://www.floridabuildin4.ora/Dr/or aOD dtl.al;nx7naram=wC;F\fyn,A,fnn%17PNIl oG�nnv.�r_nnn n.,ln�nn., c n_ :,1.•_�_�w.". �. _._ ELITE 3'(MIN.) x 0.032 x 2.0-LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) �I 2.000 ALUMINUM MAX ULTIMATE ., CORPORATION - DESIGN PRESSURE' MAX. ALLOWABLE SPAN (FT) (PSF) I L/aD L/120 Lyr T=ImoIop Pkwy •n7/-u67 W Bn cot Creek, FL 33073 ' 1N 0 PSF CO.Nr5Pan5 PW..TL] W, PM 7C PSF C➢NBESPe.DS Pm..n6T P4 )54949-3200 3.180 ELITE 1 HOUR FIRE RATED PANEL B .090 BASE CHANNEL .032' ALUMINUM FACING 1/2- GYPPUM C 1'TONGUE GROOVE GYPPUM COREBOARD 1/2' GYPSUM 1'-21bs. EXPANDED POLYSTERENE .032' ALUMINUM FACING 3' ELITE H-MULL B ISOMETRIC OD SUBSTRATE. '0x1j' OR 014x2' LAG 2EWS 2' FROM PANELS IS 6 6' O.C. PER PANEL NCRETE OR CONC, BLOCK. 2W ELCO CRETE-FLEX $ OR EQUAL 2' FROM VELS ENDS 4 6' O.C. t PANEL c I IASE CHANNEL 6063 T-6 ALLOY) HEAD STRUCTURAL ADHESIVE CAULKING U U U U E� 0001000000U za )OOOOOOOOOOC 7 BOTTOM FACINGS 0 INTERLOCKING ❑ KTN. CROSS TiON BEAD STRUCTURAL 3' (MIN.) x0.032'x2.00 EPS ADHESIVE CAULKING 3' ITE ALUMINUM PANEL) SLDPE ! � MAX WIDTH INTERLOCKING \-);'O THRUHOLTS (SIX REQ'➢) @ DETAIL 9.5' O.C. PER EACH 48' WIDE ROOF PANEL BASE CHANNEL (6005 T-6 ALLOY C9' CLEAR SPAN) SITE SPECIFIC ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTION 6 SUPPORTING STRUCTURE DETAILS. DETAIL (4)-014x3/4' SMS SCREWS- (TYP, EACH SIDE) EPS PANEL/ SPAN DETAIL 1 2.000 3.163 .Y� O55 'I1' MULLION %'OX59',' SCREW @ 12' G.C. OR );'Ox7' SCREW a 5' D.C. (BOTH W/ IWOx0.031' PLATE WASHER 6 0.079• NEOPRENE GASKET (TYP.) (4)-014x3/4' SMS SCREWS (TYP. EACH SIDE) GENERAL NOTES 1. Composite panels shall be constructed using type 3105-FI154 or 3003-HI54 aluminum facings, 2PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to he by Elite panel products only in accordance with approved fabrication methods. 2. Eliteroofpanels maintain aUL 1715 (int) class'B' (ext) rating nnd areNER-501 approved. 3. Elite I hour fire rated panel exceeds the structural and impact capacity of the standard 3"xO.032"x I -lb EPS panel. Double I hour panel to achieve 2 hour fire rating wall. 4. This specification has been designed and shnll be fabricated in accordance with the requirements ofthe Florida Building Code Dm1 Edition (FBC), composite panels comply with Chnpter 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 requircd. 5. 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. 6. Deflection limits and allowable spans have been listed to meet FBC including the IIVHZ. 7. Testing has been conducted in accordance TO TAS 20I.94, TAS 202-94 (including water), TAS 203-94, and ASTM E72. S. Reference test report number 97-044 from Construction Testing Corporation., 13873 N.W. 1911' Avenue, Miami. FL 33054. 9. In the HVHZ. all fasteners to be austenitic stainless steel or coated or plated carbon steel with aRockwell hardness less than C35 in the load bearing portion ofthe Shank. Screws shall be zinc coated per ASTM A123, A641, orB633 or nickel/chromium plated perASTM 8456. Type SC per Aluminum Design Manual -Part 1. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown figures as pan Ofsitc-specific engineering. It. Products meet the FBC deflection limits including the IMZ (1,/80 for spans < 12'-O" in IIVHZ and U120 in non-IIVHZper Clmpter 16 Table 1604.3. 12. In IMIZ regions, the U80 deflection limit is for use in Group R3 occupancies with roofprojeclion not exceeding 12 feet and where the structures are not to be considered living areas per FBC Section 1616.3.147. 13. Rool'pancls may be interlocked to unlimited width within the limitations arthe site specific engineering. Walls panels shall be maximum 48" wide with `H" mullion between wall panels. 14. Wall and roof panels may be used in site -specific engineered sanroom systems utilizing glazed openings as allowed by the engineer ofrecord. Engineer of record may specify equivalent alternate connection details. I i. Concrete substrate shall be 3350 PSI minimum. Concrete block shall be 2070 PSI minimum. Wool shall have specific gravity (G) ofO.36 minimum. OPTIONAL GUTTER OR O _ / DRIP CAP /�" (INCIDENTAL) 36' MAX IN FRONT 6 25% OF PANEL WIDTH @ SIDES C12' MAX AT SIDES) i J Z a Y 3' (MIN.) xG.032'x2.0# EPS /"_CELITE ALUMINUM PANEL) Ix- / BEAD STRUCTURAL ADHESIVE CAULKING s BASE CHANNEL (6063 T-6 ALLOY) LUDO➢ SUBSTRATE. OR 014x2' LAG SCREWS GN EACH SI➢E [IF 'H' MULLION CONCRETE OR CONC. BLOCK. (?)=lj'X21j' ELCO CRETE-FLEX SS4 OR EQUAL ON EACH SIDE OF 'H' MULLION .Y' SCREW a 12' O.C. OR YO%'Ox5;' SCREW a 1a• OL OR ,•Pxr scaEW a e• nq u>-Aus/4• sns scRLWs (BOTH W/ 11}'"MMI' PLATE CTYP. EACH SIDD OR Y.'OY7' SCREW 2 6' ILL. WASHER 6 0.079• NEOPRENE (BOTH W/ 11}'0x0431' PLATE GASKET (TYP.) 3• COMPOSITE WASHER 6 0.079' NEOPRENE SLOPE ROOF PANEL GASKET (T)Ti) 7 /3' PE R®F PANEL CHANNEL WALL PANEL I A I WALL PANEL WALL PANEL W/ I MULLION -J I , I DETAIL 1 I •H' MULLmN WALL PANEL 1 ELEVATION WOOD SUBSTRATE OR 41 LAG SCREWS ON E OF 'H' MULLION CONCRFTF OR C.ONRNCRETEC�YCtEIE�CIR CONN (2)-)d'x2y' ELCO; CRETE-FLEX SS4- ON EACH SIDE OFA MULLION SCREWS O (4)-814x3/4' SMS SCREWS (TYP. EACH SIDE) ' 'H' MULLION O RASE CHANNEL PLAN VIEW A -A DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa. FL 33679 Tel: (813) 857-9955 R. atel Description ales ISSUEDFORPROOUCT ao5s APPROVAL m ISSUEDFOR2010FBC _] a PRODUCTAPPROVAL b= ISSUWFORY010FBC PROOUCTAPPROVAL- FR PANEL ADDED 420 IBSUEDFOR FBC SN Etlllba PRODUCT a0 5 APPROVAL c .2 y � O CL O C. co O U O LLL C E t - m Eo0 O 7 Q J O O O LO W coU V' L J J u1 Of z o_ a W to Q � U OZo 0 Z) UQW 11, 0�w Z � � Q QO J O IL¢ Q CL W O LL Drawing No. -oeol SHEET 'I OF 1