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Home My WebLink AboutProduct Approval; Structural Componentss y ase5l9-'rettpo'u r 74 Yri4. T�t.� 9�b,a Fair 7 { '�'�"d�� s�' I��r� } YM1• Y^' WQ7h;, .. �7�ysi.xlS°rC�uiafiif�l!' J �s skiSai,iti�{�t c t�, b<j an $Ss t til�"^t ar' is 4aslard n' f�K r'r2 ` S$u {t 4 rti .�; �•�� $,�i g��'"��f n�i ai" I itr�-'w, rils�iY9y 's,, yo)ltME .,i�X°�� Search BCIS Home ;Log In (User P.egL[ratien Hot Topic Sub'nit Su -charge t Staff ?• Fact. Publications ; FBC Staff i BCIS Site Map ; L1nle^. ; ; . OrProduc%Appr oval EPuc User Pn3duct Approval Menu > Product or Anplication Search > Annliration I ist > Application Detail FL # FL12225-R4 Application Type Revision `, ` Code Version 2017 REVIE�,�y11 F—U * VUh Application Status Approved CODE COMPLIANCE Comments ST. LUCIE COUNTY Archived L ! �: B OC 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@doklmengineering.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 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 Validated By James L. Buckner, P.E. @ CBUCK Engineering is i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL12225 R4 COI Elite Cert of Indeo.pdf Standard TAS 201 TAS 202 TAS 203 ear 1994 1994 1994 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 Summary of Products 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 Sp-Eins Install Dwg pdf 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 FB_Q--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 Dwg.12df 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 RA2225 -R4 2017 FBC-Eval Rgpor t Mite HVHZ.Pcl 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 FL12V5 R4 II FL12225-114 2017 FBC- I�-VHZ Elite Panel Spans .Install Dwg,pdf 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 Eg Contact Us:: 2601 Blair Stone Road. 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 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 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 emails'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 click here. Product Approval Accepts: C "rodit Card Safe f' ELITE ALUMINUM rJ CORPORATION 4650 Ly- T.h-I.Sy Pkwy Coeaaur Creek, FL 33073 1-954-949-3200 3'CMI4.) x 0.03E x PC -LB EPS PANEL CALLO'WA13LE CLEAR SPAN CHARTS) MAX. ULTIMATE DESIGN MAX. ALLOWABLE SPAN (F PRESSURE' L/80 L/120 9. 9.0 (PSn -7L7/-LLi) ELITE 1 HOUR FIRE RATED PANEL B .032- ALUMINUM FACING 1/2' GYPPUM C 1°TONGUE GROOVE GYPPUM COREBOARD 1/2- GYPSUM 1'-2 Ih9. EXPANDED POLYSTERE14E .032- ALUMINUM FACING 3- ELIEaT H•MULL B ISOMETRIC WOOII SUBSTRATE, 3,6"0x17�' OR 014x2' LAG SCREWS 2' FROM PANELS ENDS & 6' O.C. PER PANEL CONCRETE OR CONC. BLOCK' W 2%' ELCD CRETE-FLEX SS4 DR EQUAL 2' FROM PANELS ENDS & 6' D.C. PER PANEL BASE (6063 1 2.000 T) F9 3.18E L .090 BASE CHANNEL `BEAD STRUCTURAL / A➢HESIVE CAULKING l�0 V UU UUC� 0000 000000 w- )OOOOOOOOOO( BU I TUM FACINGS TNT RI n KTN, CROc_S SECTION ///''''''HEA➢ STRUCTURAL 3' CHIN.) x0.,32,2., EPS / ADHESIVE CAULKING r (ELITE ALUMINUM PANEL) /SLOPE 4, MAX <VIDTH INTERLOC eING \-)j'0 THRUBCLTS (SIX REQ'D) @ DETAIL 9.5' O.C. PER EACH 48' WIDE ROOF PANEL BASE CHANNEL 46005 T-6 ALLOT C9' CLEAR SPAN) SITE SPECIFIC ENGINEER OF RECORD TO PROVI➢E FOR ROOF CONNECTION & SUPPORTING STRUCTURE DETAILS. ➢ETAIL (4)-#14x3/4' SMS (TYP. EACH SIDE) EPS PANEL/ SPAN DETAIL 2.000 3.163 .065 'H'MUWON 336'0x54' SCREW @ 12' O.C. OR yr0x7' SCREW @ 8' D.C. (BOTH W/ ty'0x0.031' PLATE WASHER & 0.079- NEOPRENE GASKET (TYP.) / (4x3/d• SMS SCREWS (TYP. EACH SIDE) GENERAL NOTES 1. Composite pawls shall be constructed using n'pO 3105-11154 or 3003-11154 aluminum facings. 7 PCF AST,V1 C-578 Dyplast Products LLC brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Flit, panel producLc only in Beenrdance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) cla-%'B' (cxt) rating and are NER-501 approved. 3. Elite 1 hour fire rated panel exceedR die structural and impact capacity ofthe standard 3-0.032"K I -lb EPS panel. Double I hour panel to achieve 2 hour fire rating wall. 4. This specification has been designed and shall be lubricated in accordance with the requirements of the Florida Building Code 6O1 Edition (FBC). composite panels comply with Chapter 7 Section 720. Chapter 8 Section 803. Class A interior linish, and Chapter 26 Section 2603. All hxal ovilding code amendments shall be adhered to as required. 5. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from die allowable loads tables and spans in this uppmyal.. 6. Deflection limits and allowable spans have been listed to meet FBC including the fMiZ. 7. Testing has been conducted in accordance to TAS 201-94, TAS 202-94 (including water), TAS 203-94. and ASTNI E72. S. Referenc'e Wst report number 97.044 from Construction Testing Corporation, 13873 N.W. 19" Avenue. Miami. Fl.. 33054. 9. In the HVII17, all fasteners to b,- austcnilic stainless steel or Coated or plated carbon steel with a Rockwell hardness less than C35 in the load bearing portion oftue shank. Screws shall be. tine coated per AST -I AI23, A641, or 11633, or nickeitchromium plated per ASTM B456, Type SC per Aluminum Design Manual-l'art 1. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength ofthe fan beam to exceed shown figures as part of cite -specific engineering - It. Products meet tltc FBC deflection limits including the HV1IZ (L.'60 fur spans _ 12'-0" in IMIZ and LI20 in non-14VICK per Chapter 16'rable 1604.3. 12. fit IIVNZ regions. the L''80 deflection limit is rur use in Group R3 occupancies with roof projection not exceeding 12 fax and where the structures are not to he considered living areas per R IC Section 1616.3.147. 13. Roof panels may be interlocked to unlimited width within the limitations ofthe situ -specific engincering. Walls panels shall be maximum 4S' wide with "If" mullion hetween wall panels. 14. Wall and roof panels may he Used in sit specific engineered sunrwom systems utilizing _lazed openings as allowed by the engineer of record. Engineer ofr-cord may specify equivalent 3hertatc connection details. 15. Concrete substrate Shall he 3350 PS[ minimum. Concrete block sl:ul l be 2070 PSI minimum. Rood shall have specific emvin (G) of 0.36 minimum. NAL GUTTER DR I�DRIP CAP (INCID OPTIOENTAU 36' MAX IN FRONT :; 25X OF PANEL WIDTH @ SI➢ES (12. MAX AT SI➢ES) J Z 6 Y 3' (MIR) x0.032'x2.0# EPS (ELITE ALUMINUM PANED BEAD STRUCTURAL z ADHESIVE CAULKING `y BASE CHANNEL <6063 T-6 ALLOY) WOOD SUBSTR6TE- (2)-�§"0xl¢• OR #14x2' LAG SCREWS ON EACH SIDE CF 'H' MULLION CONCRETE OR- ON_C._BLOCK (2)-L4'x214' ELCD CRETE-FLEX SS4 OR EQUAL CN EACH SIDE OF 'H' MULLIDn %-0534' SCREW @ 12. OL. OR YeOx7' SCREW R e- O.C. /-141-11��314' SMS SCREWS %'Ox53Y ::REV a 12' OC. (BOTH V/ 1%'0x02ZL' PLATE (TYP.CH SIDE) OR %'0x7- SCREW @ 8. O.0 WASHER & 0.079' NEOPRENE <BOTH V/ rli'0x0.031' "Ti GASKET (TYP.) WASHER S 3.079' NEOPRENE 3- COMPOSITE GASKET :TIP,) SLOPE ROOF PANEL VALL PANEL V/ 'H' MULLION WALL PANEL BASE OW<t¢L IBLSE '1�. (4)-014x3/4. s" !• I 9[• <TTP. EACH SIDE) WALL PANEL WALL Pfa:F1 DETAIL 1 m' MULLION -11 ZNS SCREWS DO ..�, A.11 2 ELEVATION WQOD SUBSTRATE: (2)-%"0.Ij' OR #14x2' LAG SCREWS ON EACH SIDE OF 'H' MULLION �QfICRETE OR CONC. BLOCK: <2)-�'x2�' ELCD CRETE-FLEX SS4 OR EQUAL ON EACH SIDE OF 'H' MULLION (1)-af4x3/4' SNS SCREWS CM. EACH SIDE) 'W NUUMN Tbebs m4db so - SASE CHMNEi -be 2017.M 20T].08 PLAN VIEW A -A D❑ KI M & ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO Box 10039 T-pa FL 33679 T.1:(813)857-995- c 4=17 IAPP �ALR PRODUCT c � O � f0 a O O 0)) M O 0 U cLL L % to ID E-Up rl C3 0 lL QD V R DOYEON p -.I J 0 W C_ < Z CL W 2 Z CL O j0! COQ W cr M0 U Z W O r lean 0. W p 1L Drawing No. -o9o2 SHEET 1 OF 9 i I