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PRODUCT APPROVAL
t }'• Jj' F`Y-1 C LSD •YN�fa y�( tl il' �'� •�' 5cIS Home I Log In I User RegistraUon Hot Topio I Submit Surcharge S= 6 Facts I Publications Cont.a Us BCIS Site Map ( Unks I Search � Flontla Product Approval t; USER: Public User SCANNED q to BY QCT `'Fo R PPmdud Approval Menu > Application Detail St LUC C FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method (e ounty FL12225-R4 Revision 2017 Approved W Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@doklmengineering.net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@ elitealum i n um. m m PVC/P�ePa rsn?Ne... i 'pFc'�r Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C= Evaluation Report - Hardmpy Received Florida Engineer or Architect Name who developed the Do Kim 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 fj Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12225 R4 COI Elite Cert of Indep.pdf Standard TAS 201 TAS 202 TAS 203 Year 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 Spans Install Dwg,-df Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim,P.E. 49497 Design Pressure: +43/-70 Other: Nominal allowable pressure listed. Wall panels shall be Created by Independent Third Party: Yes Evaluation Reports 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 Dwg_pdf 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 be Evaluation Reports max. 48" wide with "H" mullion between panels. FL12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite HVV Z..pdf Created by Independent Third Party: Yes 12225.3 3" (min.) xO.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,pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim PE PE 49497 Design Pressure: +43/-70 Other: Nominal allowable pressure listed. Panels shall be max. Created by Independent Third Party: yes Evaluation Reports 48" width tested. Multiple roof panels may be interlocked. FL12225 R4 AE FL12225 -R4 2017 FBC-Eval Report Elite HVHZ.pdf Created by Independent Third Party: Yes aar4 Neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Cc right 2007-2013 State of Florida :: Privacy StabomInt :: Accessibility statement :: Refund Statement Under Florida law, email addresses are pubic records. If you do not want your a -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 smalls 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 here Product Approval Accepts: © ® 13 SwUIItymk'ikla ELITE ALUMINUM CORPORATION 1150 L, Taanaloo, 14, Cmenul Cnes. FL 33073 1-R1K-14131. 2.000 I�— . Ian mw... , e ors MPNIN. a a1 Ps 3.180 ELITE 1 HOUR FIRE RATED PANEL B .09D BASE UUMMEL 34MINJ x 0032 x 2.0-113 EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) 4 iWLE NYtd NAX ALLOWABLE SPAN (Fi) RESSU ' veo vlzo .03r ALUMINUM FACING C I'TONGUE GROOVE GYSNUM COREBOAND 1/2'GYPSUM V-21 P. EXPANDED POLVSTCAENE .032'ALUMINUM FACING 3'F111E H-MULL B ISOMETRIC %BEA➢ STRUCTURAL ADHESIVE CAULKING Imo• • OR e�• —�{ 2.000 I-�— I 3.167 055 'X'MULLION OReB50x7S SCREW B IF DID. M (BOTH V/ 11{'ex0A31' PLATE VASHER L (L079' NEOPRENE CASKET (TYPJ GUNERALMICTIiS L Composite panda shall be no"I usingbVe 31054I154 or 3011341154 aluminum facings, 2 PCF ASTkI C-578 Uyplast Produce LI.CbmM EPS adhere to aluminum facings pith Ashland Cbcmim1202OD ISO gip. Fatuieation IN be by Elan panel products only in attordan¢ Aid1 approwal fabrication redlines. 2. Elite reof panels maintain a UL 1715 Bne) class 'B' (ext) rating and am NER-501 approved 3. Hire l hour lire rated panel caeUds the sournmal and impact capacity oftic standard 3"MOM2-x 41b ITS panel. BoubleI boor povel to selocvc 2 lmur fir rating w.Ul. 4. Ilds specification has bran designed and shall he ftbricmed in accordance with the requirements oftlle Florida Building Code 6EA0 STRUCTURAL 3' (MIN) xO.032'x2.11 EPB / ADHESIVE CAULKING (ELITE ALUMINUM PANEU (4)-pt4x3/1' SMS SCREWS ITYP. EACH SIOEI r SLOE l' MAX WIDTH INTERLOCXING PANEL (1/4'/FT MIN SLME) OPTIMAL (AFTER OR j OWO O"O O" %Ir DRIP CAP O 00 O O O EPS CORE 2fl LB 0 O (INCIDENTAL) G O°O°0°0000 a�. d 00°O°O O O R'0 THRUBDR (SI% READ) Q DETAIL 1 O 000 06 1 PANEL 063 T-6 ALLOY) E ROU O.C. PER EACH 48' WIDE RUOP PANEL °O p0011 36- �I 36' MAXMA% IN FRONT 6 BASE C-6 O° PANEL 02' WIDTHS SIDES SIDES A. AT SIDES) O P t6005 T-6 ALLOY) ALL 000 (J 0 (9' CLEM SR.00 SITE SPECIFIC 3' (MINA 4.032'x2.0I EPS TL ENGINEER OF RECDRO TD PROVIDE O° (ELITE ALUMINUM PANEL) FOR REEF CMNECTRN L SUPPORTING 00°O STRUCTURE DETAILS. OD BEAD STRUCTURAL y p ADHESIVE CAULKING Q DETAIL 2 Oo O O U)-X10X3/l' SMS SCREWS BASE C-6 A11 16063 T-6 pILOY) ItYP. EpTH SIDE) DO °O° O° WOOD SUBSTRATE,, (2)-%-Oxl}' OR Xux2' LAG SCREWS M EACH SIDE EPS PANEU SPAN DETAIL of •H' TE OR CON' RLn[K. 2)-It'.2Y' ELCO METE -FLEX SSl DR EOVAL ON EACH SIDE OF 'H' MULLION Chxlnct M Svxxlm 2603. All local building code muendmrnls shall be Odh.d to w Ialuned. 5. nD designer Aloll dctumliad by occupied cO&CMing Pmmim the .11... bla II fmsile specific load Conditions(weleding land emnbimfi(m) using the dam G)m the.1i..blc loads hdd. and Spam in this approval. 6. DeOvrtinn limitsmaloll.noble span hard horn god to meet FBC including the l M lL 7. Testing has barn conducted in remod. to TAS 201-94. TAS 202-Al(ind cgig miss). TAS 203-N, and A.STM Em. S. Refornme rest report Numberp .97.04J Be.from Construction Taxing Cooration. Ug73 N.W. 19' ANomm. Miami, rL 33054. 9. In the INIIZ, ul I fasten. In Fro a denitic rt.mles9 steel or Coated or plated carbon steel Pith a Rockwell hanlnees Ism than C351n the Srhaving, Tmpc SC slunk.umO shallbciinccuulwl per ASTM11 A123, Afi41,mRfi.33 ur nickcVehmmium Fluted per nSTM INs6, Type SC per Aluminum Dccign Manual -Pal I. ID. Pangs with Ibn booms shall be mnsidcnd elaiv:dwl m similar ponds PiIhOW fen h'mms. Ihsign profai(mmls may induJC the sOmynM1 of the fan bum In exceed sl+own figune as pan ofsile-spwific rnginecring. 11. Chapter mT.bIN F 04.3. lion lNlits iTrcluJing the llVHZ (VBO fro rtpans <L'-0" in 1{VIIL and Vl20 in non-IIVHZ prr Chapter I6 Tebic 1the J. ¢. Inere th.regkmLthe notdo be conidereid OF use in GmuPR3 avevpnn161with rnofProlection not excaWing 12 fttt and whom the slrmxu be are not ke be considered living mead per FUC Section of si.1 e7. 13. Roofpands "a idc interlocked mullion Indtcd wig all panin NC limimOmR of lhcsire-specific rnginttring SValls ponds shall be masimnnr f Aide with 'It" b "mull ion Nelsysn wall panels. 14. R'alI adacer nmf panels ley be reed in d an.,miadf,cogincend A,.had nru note, c temecting ins glnzeJ oprninps as at[ owcJ by the cngimer ofmtrate hall h Engineer 50 PSI ran iv spttify macro biro ahuvme 20701151 ndriame. 15. (w orO. mWTmIC shall be 3350 PSI minimum. Con<rcle block shall be 20701'S1 minimnm. Wood shall hmx specific goviry (UI of 0.3G minimum 35Yxs3;' Se4V P IY I C. OR ...I' IUSy5O1E. E P 0.L VADJ a. R L P➢)9r NE�EUEL P MET (TYP.) R ME �yE %...PA. LlxfW E I, . ON W.." Ewe a IF Ow Mean. i ..Pam' Bar[ WASHER -079' N®RE1£ TE GASKET UwU r, ]' L09031iC EL �ReIAm, 'o"o 0 0 r -' OO OO 0 0 00 0 0 a 0 o O oO OOOOO 0 0 o 000 0 0 0 0 0 0 0 000000000 0 0 0 0 O0 0 0 0 0o 0 0 00o O O MS[SX vLLL PAXEL vxL P AKEL WALL PA.B. W/ m' Mums DETAIL 1 �Iro WALL PANEL ) D❑ KIM 6 ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO Dew 1.9 Tmpa, Ts. Tea("me]r. dO Y ro 2O.M Inrem U�LL Eta �Fa E V` arc m O O WInt an C ELEVATION CxECeFDev', Are. < y WOOD SUBSTRATE. 2)-V'Oxl}' OR MAKE' LAG SCREWS ON EACH SIDE OF 'H' MULLION CONCRETE OR CONC. BLOCK. _ w (21EI'', xFH ELCO CRETE-LEX SS4 OR EQUAL i *.FA RED. b ON EACH SIDE OF 'H' MULLION (m KMLA SCREWScTF -T YPS P reRCVE 'y P,IEAcx<SIVO M' MLLmN — P—,. .nlu I.S. vw.a.. acre w.wm PLAN VIEW A.A J N > UsO K QZ� O. g. To UR F- �U 2 0Du U Q W Us Kg� O U?H 0DIE O J soC. a QO IS W JQ LL Ordwing NO. -090: SHEET 1 OF 1