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Home My WebLink AboutPRODUCT APPROVAL STRUCTURAL COMPONENTS1/2/2018 Florida Building Code Online lBY-`j i eq BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search (I Product Approval USER: Public User `v > _ > Appllcatlon Detail RECEIVED FL # FL12225-R4 Application Type Revision J U L 2 6 2018 Code Version 2017 Application Status Approved ST. 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@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 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, Inc. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Sections from the Code .oro/or/nr aoo dti.asox7Daram=wGEVXClwtDavzRNLe5a4OVnZGD4be0xWMYR1.gRAnrxni l0K7fAi1nRlnhn0iad0i1r1 1112 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/16/2017 08/16/2017 08/20/2017 10/10/2017 Summary of Products , FL # Model, Number or Name i Description - 12225.1� 13" (min.) x0.032"x2# Aluminum- ^ Aluminum skin, EPS Core, composite panel system Composite Panel Limits of Use — f Installation Instructions Approved for use in HVHZ: Yes is I. 225 s;.^ } _-'m ?-,off . � ! ; ,,. �- ;°v.0 4^t-_ - bairn 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 be Evaluation Reports i max. 48" wide with "H" mullion between wall panels. ?? T: w` t ' =' - - %s _ �; Pt 1-,ra Fli Created by Independent Third Party: Yes 12225.2 3" (min.) x0.032"x2# Aluminum Composite Panel T -, 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. Wall panels shall be J max. 48" wide with "H" mullion between panels. 112225.3 `I 3" (min.) x0.032"x2# Aluminum Composite 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" width tested. Multiple roof panels may be 'interlocked. Elite 1 hour fire rated panel i Installation Instructions ( ^• -7 F Verified By: Do Kim, P.E. P.E. 49497 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes `Aluminum skin, EPS Core, composite panel system I-- - - -- -- — - - I Installation Instructions Verified By: Do Kim PE PE 49497 Created by Independent Third Party: Yes ' Evaluation Reports -, 2 1e: r, f - _ l ., P Z, m, '04Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. Coovrinht 2007-2013 State of Florida.:: Priv ent :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall 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 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 Chapter455, 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 huee-. Product Approval Accepts: P-1ED19001 M Credit Card safe Boo dti.asox?oaram--wGEVXQwtDavzRNLe5o4QVn7_GD4De0xWr'ulYRleRAflrxnf era CORPORATION 4650 ),yaw TecLnabgrPkr; C954-9 9-32WFL 37m7 I-934.444.77Da 3'(HM) x 0A32 x CZ -LB EPS PANEL ALL13H4A W1X-TTi.1IN0TE PR'SIIRC'^.....-... DES I PAX. ALLUVABLE S7) PAY T)�(F 6 O'Sr1 R 1./a0 L/l20 M uAv(av(r=uru r_nl Pl,r,r11 ry a:aes)Pe:".e., Ps 3.1Jb0 6Aia CHANNEL 32' AlUN(NUM FACING C L'T 1 2.000 I+r- - [•TONGUEE NGUE GROOVE GVSSUM. COREBOARD I/2' GYPSUM EXPANDED POLYSTFFH(a .032• Al FACING 3' HM L 3.16 B ISOMETRIC HEAD STRUCTUfb:L .055 ADHESI'E CAULKING •Ir NULUON WOOD SIlBSIB9IL 0 C� 7f/'oxs� OR 4102• LAG 0 0 0 0 000 0 0 0k sCREvs 2' FROM PANELS ) O O O O O O O O O O C a A ENDS L 6' D.C. PER PANEL SCREW SCREW a 12' QC, GCtlCBE'.P [CR CLAC. Bl,{t�, OR y'dx7' SCREW a a' hx2Y4' ELCO CRETE-FLEX UM r'A'C]g„ S QC. (BOTH W/ 131�'ox0,031' SS4 OR EQUAL 2• FROM INTFrn CCKTNG =Ss_ c�_CTIn.V_ PLATE WASHER L 0479• PANELS ENDS L G' oC. NEOPRENE GASKET CTYP.) PER PANEL BEAD STRUCTURAL a. CHIN.) xa022'x2.O4 EPS U)-*14x3/4' SHS SCREWS ADHESI"E CAULKING (TYP, EACH SIDE) (ELITE ALl➢([NtDi PANEL) n A' MAX WIDTH INTEOLOCKING OPTIONAL PANEL (If4'/FT MIN .,LOPE) ' ^ GUTTED( CR �S60PE 00 0 0 x VQ41P CAP �e�n On On R-'iN EPS CCRE Pn IA nOnOn (INCIDENTAL) "-Y•0 THRUBCLTS (SIX REO'D) a DETAO. 1 O00 RASE CHANNEL 95' QC, PER EACH 4a' WIDE OJi- (6963 1-6 ALLOY) ROOF PANEL OD 36- MA'; IN FRONT L 257, 0 O ❑F PANEL VIDTH a SIDES (12' MAX AT SIDES) R RACE CHANNEL C6005 i-6 A„LOY> OO O� °C OO W (9' CLEAR SPAY 00 SITE SPECIFIC 3' CHIN.) a332'x2,04 EPS '- ENGINEER OF REM RD TO PROVIDE FOR Rom' CONVECTION L SUPPORTING O (ELITE ALUMINUM PANED ti O STRUCTURE DETAILS. DOO HEAD STRUCTURAL OET,.[L Op ADHESIVE CAULKING (4)-K14x3/4' SNS SCRE'.'S (TIP. EACH SIDE) 000 BASE CHANNEL 7-6 ALLOY) ' \ �r -ct IAtTRA7F OR #16e- L..G SCREVN ON EACH SIDE EPS PANED SPAN DETAIL eFOY aF MULLION ItrK (2)-Y'x2Y• ELCD CRETE-FLEX SS4 FIR EQUAL ON EACH SIEE OF 'H' M'LLION .. „ H„, %Pull- anRlr w: coaslrutxca using type 3 Lu3-rti54 M 3003.11154 aluminum faciago.2 PCF ASTM C-578 Dyplasl Products LLC brand FPS adhere to aluminum facings with Ashland Chemical 2020D 150 grip. Fabrication lobe by Elite panel products onl) in accurdance with approved fabrication methods. 2. F,lite roof panels maintain a UL 1715 (ins) elos,'B' (cxt) rating and ore NCR-501 approved. 3. Mile l hour fire rated panel exazds the strumuraI and impact capacity of the standerd 3' xO.032'X I -lb CI'S panel. Double i hour panel to achieve 2 hour fire rating well. 4. This specification bas bean designed and shall be fabricmed in accordance with the requirements of the I)iorida BuildingCode1 Edition (FBC , COrnpashe panels comply with Chapter 7 Section 72, Chapb r A SceHon 803, Class A interior finish, and Chapter 26 Section 2603, A11 loci building code amendments shall be adhered to as required, 5. The designer shall defcnninc by accepted engineering PmctI0C the allowable loads for she spexiftc food conditions (including loud combinations) using the data from the allowable loads tabtcs and spans in this approval, 6. Defection limits and allowable spans have been listed to meet F13C including the HVHZ. 7. Testing has bean conducted in accordar ec to TAS 201.94 TAS 702-94 (including water). TAS 203.94, and ASTM 172. I. RUfro ence test report number 97.044 Irma Construction Tearing Corporation. 13873 N.W. 117A Avenue, Miami, FL 33054, 9. in the TIVIIZ. all fasteners to be austenitie stafnkm steel or coaled or platcd carbon steel with a Rockwell hardnL IS less than C35 In the load hearing portion of the shank. Screws shell he zinc coated per ASTM A123. A641. or 9633 ornickeUchromium platcd perASTM B456. Type SC per Aluminum Design Manual -Part 1. 10. Panels with fan beams slwll be considered equivalent to similar panels without fan beams. DcAgn professionals may include the strength a f 1he fan beam to cxc Ld shown fgures as Pan of she -specific engineering. 11. Products meet the FBC defection limits including the 11VI1L (U80 forspan' :: IT-O" in 11Vt1Z and U120 in non-IIVIIZ per Chapter 16 Table 1604.3. 12. In HVII7 regions the LBO deflection limit is for us: in Group R3 occupencica with roofprojection not exceeding 12 feet and where the structures are not to be considered living areas per FBC Section 1616.3.147. 13. Roof panels may be Interlocked to unlimited width within the limitations of the site -specific engineering. Walls panels shell be maximum 48" wide with "U" mullion between tail panels. 14. Wall and roof panel. may he ujcd in site -specific engineered twaroom systems utilizing @laud openings as allowed by the cnglncnofreconl. Fnginceirofrecordmay'.pcclfvequivalent sltcmatecomlceilondetails. 15. Conencic substrate shall be 3350 PSI minimum. Concrcle black shall be 2070 PSI minimum. Wood shall have specific gravity (G) ofO36 minimum. )6'ArerV STREW ! 12' aG OR Y,•0=7' SCREW a a' cic/-111011,311' IM SCREWS 16,0*5 1 $04:V a le. aG (DnM W/ dy0x1031' PLATE C"P. EAOR SIM) OR f5'*x7' SCREW IAS/Ea L C 79• L- NEOPRENE GASKET RYi) CDRM)SO0T1A11.1 RE WViIMP., 1a(tD7A9x•D0IE71I'PPRLDAiTCE-. ITE SLIDEROF PANEL / /-nr PANEL WALL PANEL V/ 'H' MULLION WALL PANEL CHANNEL WALL PANEL I A I WALL PANEL DETAIL 1 I H. MLxuw SCREWS 0 C •H' uc 104AL.4 PLAN VIEW A -A D❑ KIM & ASSICIMATEEi. LLD CONSULTING STRUCTURAL ENGINEERS PD Bar f003a TMPM, FL 331 e TSAIIIS)067•9956 O c I(n Eam gp- LL E m m U Q T C to O W ttoo0 It O LU Of zdza OLyFF¢ 0 j U �ZO =-x OMa UQW LLI C) ? U) LLa0 W JOJ Ol ELEVAnom CIECKEDUY: CYK W.M.E.- ASSHOM DATE: 2RI619 unto ci lDciBAIE (2)-%"0x11� OR 014x2' �,0..•• LAG SCREWS ON EACH SIDE OF 'H' MULLION r' • • ,i�/ t CO&JETE OR_CONC.BLU *> = 'a'ejx2Y. ELCO CRETE-FLE% SS4 OR EQUAL _ +F 't'LAD0YEO VPub. 41t40R : ' K ON EACH SIDE OF 'H' "�• Sa MULLION 7)•. 'I4 GZDNINr6�.D(A�!�ftgIA7E6.`IyL PLi11$!tbb"s4iG�.` tv-ru=a/4• s)ts SCREWS (TYP. EAOt SIDO ''. hrLLs3 MULLION rA:H1AmN b(en Jwtrui(d(blNnAd)nd rulr4Ly T. RK�RantM d)hx0�9A wpi(al Sa )W,e. mwmr+v, plU�duunnt..na( -AAA CMAHNEL ( WrAd mi bl oaw'Aa dti',1aT.Alra 5Aws"M4tb bcaV" N17A61a tM1:1141bV Drawing No. - asos27-R4 SHEET IOF1 DO Kim & AssociATEBp LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Ccrtificate of Authorization No. 26887 Product Evaluation Report Date: August 16, 2017 Report No.: 090301-R4 Product Category: Structural Components (FL#12225-R4) Product sub -category: Products Introduced as a Result of New Technology Product Name: Elite Foam Core -Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61G20-3, Method (1) (d) of the State of Florida Product Approval. Re-evaluation of this product shall be (required following pertinent Florida Building Code modifications or updates. Kim & 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. 'his product has been evaluated for use in locations adhering to the Florida Building Code, 6' Edition FBC), inclusive of the HVHZ and where pressure and deflection requirements, as determined by Chapter 6 of the Florida Building Code, do not exceed the following nominal (allowable) design pressure of +43 sf, -70 psf. - '*10Rt4P ' l• .. iwn..ti. .ryua OWL W.... w.,..,,.y„aw.e..rn..m Kim, P.E. #49497 O. Box 10039 813.857-9955 unpa, FL 33679 dk@dokimengineering.net Sheet 1 of 3 Do Kim & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Suuportin2 Documents 1. Drawings: a. Drawing No. 090227-R4 titled `BPS Foam Core Composite Panels Aluminum/Aluminum Skin", Sheet 1 of 1, prepared by Do Kim & Associates, LLC, signed and sealed by Do Kim, P.E. 2. Testing a. Testing per TAS 201-94, TAS 202-94, and TAS 203-94 as performed by Construction Testing Corporation, located at 13873 N.W. 19" Avenue, Miami, FL 33054, (305) 685- 6657. Report No 97-044 dated January 21, 1998. b. Miami -Dade County Approved NOA No. 16-1129.05, January 19, 2017. Classified Foamed Plastic Surface Burning Characteristics, Dyplast Products LLC, Flame Spread and Smoke Developed Index for EPS foam is 0 and 110. 3. Calculations a. Anchor calculations for tested loading conditions and fire rating analysis per Gypsum Design Manual GA File No. WP 1311-PG. 35 has been prepared based on comparative and/or rational analysis by Do Kim, P.E. 4. Other a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). Box 10039 813.857-9955 )a, FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO KIM & ASSOCIATES9 LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Large and small missile impact resistance has been tested to and evaluated for in this approval. Approved for use in HVHZ areas. 2. 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. 3. Use of each product shall be in strict accordance with its Product Approval Evaluation Documents, 5. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 6'b Edition (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. 6. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions. 7. All supporting host structures shall be designed to resist all superimposed loads. 8. Elite Aluminum Corporation Impact Doors and Impact Windows may be incorporated into system as allowed substitute panels. All limitations shall be adhered to and lowest allowed design pressure shall govern the system design. 9. Composite panels shall be constructed using type 3003-H154 or 3105-H154 aluminum facings, 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. 10. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 11. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" in HVHZ per Section 1616.3.1, and L/180 in non-HVHZ per Chapter 16 Table 1604.3). 12. All supporting host structures shall be designed to resist all superimposed loads. 13. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. Box 10039 813.857-9955 )a, FL 33679 dk@dokiinengineering.net Sheet 3 of 3. Do Kim & AS50CIATE81, LLC CONBULTIN@ STRUCTURAL ENrviNEERS Mwida Board of Engineers Certificate of Authorization No. 26897 Certificate oflndenendesice Do Kim and Associates, LLC.. and Do Kim, PR 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 F lorida Product Approval . Kim, P.E. 449497 P.9 Box 10039 913 374.0321 T Tampa, FL. 33679 813.3 74.0322 (fax)