Loading...
HomeMy WebLinkAboutProduct Approval (6) 'Florida Building Code Online Page 1 of 2 FTFt5W �. £" jw 3 �+i 4 opA 0{Gc��rta (} BCI Home Log In User Registration ! Ho[Topics Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map Links (o-Search i3usines `��, ProfessiclWroductApproval SER:Public User RtaCl(}t JIM 4!T?-N1t�WProduct Annroval Menu>Product or Aonlication Search>Application List>Application Detail * 'a FL# FI-12225-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@ doki mengi neering.net Authorized Signature Do Kim d k@doki mengi veering.net Technical Representative Dan Cooke Address/Phone/Email 1601 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 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 Quality Auditing-Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2020 Validated By James L. Buckner,P.E.at CBUCK Engineering ® Validation Checklist-Hardcopy Received Certificate of Independence FL12225 R3 COI Elite Cert of Indeppdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNEe5 g4OV... 9/7/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 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 HVH43> FL12225 R3 11 FL12225-R3 2014 FBC-HVHZ Elite Panel Approved for usede HVHZ:Yes Spans Install dwa.odf Impact Resistan Yes Verified By: Do Kim,P.E.49497 Design Pressure + 3/-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 R3 AE IFI-1 2225-R3 2014 FBC-Eval Report Elite HVHZ Composite Panels.Ddf 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 R3 11 FL12225-R3 2014 FBC-HVHZ Elite Panel Approved for use outside HVHZ:Yes Spans Install dwa.Ddf 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.Panels shall be Evaluation Reports max.48"wide with"H"mullion between panels. FL12225 R3 AE__FL12225-R3 2014 FBC-Eval Report Elite HVHZ Composite Panels.Ddf 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 WEED 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 a-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 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 blre. Product Approval Accepts: _.,,x L'J eCPeck . 5@C'Urlt}'AtY."rRtC?" https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5 q4O V... 9/7/2015 Do Kim & Associates, LCL F. c®nsudteing st mucteulzaL Engineers Florida Board of Engineers Certificate of Authorization No.26887 Product Evaluation Report Date: April 20,2015 Report No.: 090301-R3 Product Category: Structural Components (FL#12225-R3) Product sub-category: Structural Wall 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. Do Kim &Associates,LLC and Do Kim,P.E.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 herein. This product has been.evaluated for use in locations adhering to the Florida Building Code,5`'Edition (FBC),inclusive of the HVHZ and where pressure and deflection requirements,as determined by Chapter 16 of the Florida Building Code,do not exceed the following nominal(allowable)design pressure of+43 psf,-70 psf. }11 ii1d.1L11�.% Y OO�GEN s h Q AL 4-25-15 Do Kim,P.E. FL#49497 P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk@adokimengineering.net Sheet 1 of 3 D® Kim & Asso ciatesr LL8 c®nsuiting BtnuctunaL Engineers Supporting Documents 1. Drawings: a. Drawing No. 090227-R2 titled"EPS 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. 191h Avenue,Miami,FL 33054,(305)685- 6657.Report No 97-044 dated January 21, 1998. b. Underwriters Laboratories Inc.,Classified Foamed Plastic,Surface Burning Characteristics,Carpenter Insulation Company,UL R11056,Flame Spread and Smoke Developed classification for 1 and 2 inch thick maximum EPS foam is 10 and 125, respectively and for 4 inch thick maximum EPS foam is 15 and 125,respectively 3. Calculations a. Anchor calculations for tested loading conditions and fire rating analysis per Gypsum Design Manual GA File No.WP 13,11-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). P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk(abdokimengineering.net Sheet 2 of 3 Do Kits & Associates, LTO (20maufting stnuctun&L Engineents 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 5`h 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 carpenter brand EPS 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. P.O.Box 10039 813,857-9955 Tampa,FL 33679 dk(adokimengineering.net Sheet 3 of 3 3'(MIND x 0.032 x 2.0-LB EPS PANEL GENERAL NOTES ELITE (ALLOWABLE CLEAR SPAN CHARTS) 2.000 1, Composite panels shall be constructed using'gpe 3 105-H 154 or 3003-E1154 aluminum facings,2 PCF ASTM C-578 carpenter s ALUMINUM MAX.ULTIMATE brandEPS 1 S adhere.to aluminum facings with Ashland Chcnneal 20 201)ISO grip.Flibrication to be by Elite panel products only CORPORATION DESIGN MAX.ALLOWABLE SPAN(FT) PRESSURE' in accordance with approved fabrication methods. D❑ K I M (PSF) L/80 L/120 Elite roofpunels maintain a U1,1715(int)class*B'(cxt)rating and are NCR-501,approved,. qL7/-UG] 9D 9D 4650 Ly lw re46notosy Pkwy 3. Eli let hour}ire rated ,Intl esccmds the structural and impact co acit of standards x0.032"s l•Ib C['S asci.J)OUbI�I &ASSOCIATES,LLC Coconut Creek,FL 33073 'Fwr••t3 VSF C4RRf5P4Np5 F�;••111 PSf;Fqi.-10 PSF C4R3(SPof05 F�;.•lx.l PSF panel p P, Y P •, 3.180 hour and m achieve 2 hour fire m 'uswall: - 1-951-949-3200 -p C O N S U LTI N G 4. This specification has been designed andshall be fabricated m accordance:lliifi the requirements or the Florida Builditlg Cade 570 Edition(FBC),composite panels comply With Chapter 7 Section 720,Chapter 8 Section 803,Class'A interior finish,and STRUCTURAL ELITE 1 HOUR FIRE RATED PANEL Chapter 26 Section 2603 All local building code amendments shall be adhered to as required. ENGINEER S $; The designer shall determine by accepted engineering practice.the allowable loads for site specific load emldi[ioac(induding B '090 load combinations)using the data from the allowable loads tables and.spans in this approval. PO BOx 10039 BASE CHANNEL 6. Deflection limits and allowable spans have Been listed to mice FISC including the HVH7 Tampa,FL 33679 7. Testis has been conducted in accordance to TAS 201.94,TAS 202-94(including water),TAS 203-94.and ASTM E72. Tac(813)857-9955 .032'ALUMINUM FACING b. � ( $ )+ 1/2'GYSPUM 2,000 S. Reference test report number 97-044 from Construction•resting Corporation,13873 N W.19"Avenue;Miami FL.33054,. C V TONGUE GROOVE I 9, In the HVHZ,allfastcnem to be austenitic stainless steel or coated nn r plated carbosteel with a Ri ckwell hanlness less than RavJDal Description GYSPUM CDREBOARD I C35 in the load bearing portion of the shank.Screws shall be zinc coated per ASTM A123',A641,or 6633 or nld.cUchromium lro1 IPPFROVALOR PRODUCT 1/2'GYPSUM _plated per ASTM 6456.Type SC per kluminum Design Manual-fait 1 1'-2 lb,AU EXPANDED POLYSTERENE l0,Panels with fan beams shall be considered equivalent to similar mels without foil beams.Design rofessionals relay'include' L21 ISSUED FOR 2010 FBC .032'AWMINUM FACING e+I Fu r_ P O 1411 PRODUCTAPPROVAL 3'E the strength OflhC fan brnm IO.CXCR'd Shown flgU[CB as part OfSlIe-SPCGfIC engineering. ISSUED FOR 2D10 FBC H•MULL B 3.16 I I products meel the FBC dehcc,On hmus.includin the HyH/(I l80,for i PRODUCTAPPROVAL- g pans<12'-0 tnllVtl7 and.Ir120 in uon-klVtlper' ©141] FR PANEL ADDED ISOMETRIC Chaptcr 16 Table 1604.3. 12 In HVJ IL rc Ions.the 1190 deflection limit is for use in Group R3 ooeu ancies with roof projection not exceeding 12 feet and ms+s Ed—PRDoua� $ P P P J $ APPRovu where thestructures are no(to be considered living areas per FBC Section 1616.3.1:k7: .055 13 Rewfpaneis may lx interlocked to unlimited width within the limitations of the site specific engineering.Walls panels shall be 2 ///---BEAD STRUCTURAL maximum 48'wide with-li'mullion between wall panels. / ADHESIVE CAULKING '11'MUWON 14 wall and mot anels May he.used m sitc-slacciricengknecred sunroo n systems utilizing glazed openingsas allowed by the —r engineer of record;Engineer ofrecord may specify equivalent alternate connection details., 9 Vnn➢SUBSTRATE+ 15. Concrete substrate shall be 3350 PSI minimum.Concrete black shall be 20701'SI mlhimum:Wood shell have specific gravity J O %'0xl'OR 014x2'LAG 0000 0 0 0 0 0 0 a W of )OOOOOOOOOOC iA (G)ot0:36minimum. Z SCREW 2'FROM PANELS 94.0x595'SCREW 2 12.O.C. �+ ENDS 6 6'O.C.PER PANEL OR Y'Ox7'SCREW B 8' C 3 d Y Q CONCRETE OR CGNC.BLOCK; 0, 0 O.C.(BOTH V/IYa'0x0a3t' 9V0i0r4'SCREW R Ir OG f[ Y BOTTOM'FACINGS UR Y,'ex7•SCREV n B'D.C. (A-014x3/4•SMS SCREVS' %'Ox53"SCREW 4 IY Ol: n W in H.. Y4-x2Y4-ELCO CRETE-FLEX PLATE WASHER 6 0.079' taDn V/U6•mxa0m'PLATE CTYP.EACH SIDD DR Y'kx7•SCREW R B'ne iD a-� g U SS4 OR EQUAL 2'FROM INTERLOCKING CROSS SECTION NEOPRENE GASKET CTYP.) (BOTH W/'&709x am•PLATE 0 rn M U O❑ WASHER L 6079'NEOPREtE PANELS ENDS 6 6'dG GASKET CTYP. WASHER a 79•NF]IPRENE d O ❑ PER PANEL 3•COMPOSITE GASKEr CTYP 3'fJDIPDSITE J O.?O BEAD STRUCTURAL (4)-014x3/4'SMS SCREWS SLIDE RmF PAtEL ��PANEL 0 0 LL 2 ADHESIVE CAULKING 3'(MIN.)xO,D32'x2.00 EPS CTYP.EACH SIDE) _ L Y O D- CELITE ALUMINUM PANED .000000000000 0000 000 O 000 O O E V a) U Q W 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 00000000 0 7 T E lu ❑ OPTIONAL > 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O [_f— — SLOPE 4'NAX WIDTH INTERLOCKING GUTTER OR O O O O 000 00 O O O 000 000000000 O 000 O O m U 0 0 V 0 0 0 0 O" PANEL Cl/4'/FT MIN SLOPE) - = o j U z F- O O O O O w F- DRIP CAP 00000 O O za EPS CORE 2.0 LB 00000 ONCIDENTAL) gA¢WAtaEL A ¢ >„C Q in 00000000 ao 000000 d U Q 7(j H4x3/ SMSa CD ((TYP.IEACH4SIDD ,Y I r W W U U_ Q _ O Y4'0 THRUBOLTS(SIX REQ'D)0 DETAIL 1 ODO 9S'O.C.PER EACH 48'VIDE O.H.�-I V�ppN� W O BASE CHANNEL O WALL PANEL (6063 T-6 ALLOY) ROOF PANEL 00 36'MAX IN FRONT.6 DE LL 000 OF PANEL WIDTH 8 SIDES (. BASE CHANNEL O (12'MAX AT SIDES) DETAIL 7 (6005 T-6 ALLOY) 00 ? WALL PANEL W W MIRLIaN M•MULLION 0000 Z DRAWN BY: DYK C9'CLEAR SPA o0 a ELEVATION CHECKED BY: DNX )! SCALE: ASSHOWN 3'(MIN.)xO.032'x2.00 EPS = DATE: vlsm9 SITE SPECIFIC (ELITE ALUMINUM PANED WOOD SUBSTRATE. ENGINEER OF RECORD TO PROVIDE 00 (2)- "0x1' OR 014x2' �/ K FOR ROOF CONNECTION 6 SUPPORTING O J A 1• ' STRUCTURE DETAILS p0 BEAD STRUCTURAL Y LAG SCREWS ON EAC 0 DETAIL 2 too ADHESIVE CAULKING WALL PANEL W/''MULLION OF'H' MULLION \CEN$F O O BASE CHANNEL (2)-Y'x2Ya' ELCO (4)-014x3/4'SMS SCREWS FLA.REG.NUM 948 0 (6063 T-6 ALLOY) CRETE-FLEX SS4 �E AL CTYP.EACH SIDE) 00 000 ON EACH SIDE 0 00 MULLION D socwT r{� (Q-014x3/4•SMS SCREWS 26BB7 CTYP.EACH SIOD ///��� Box 1003 I;!! A � (CTP.EACH SUID SERE �0 STATa.FL 33 WOOD SUBSTRATE; 11MULLiDN t� IDP_ (2)-%"0x1J'OR 014x2' G nY s �` LAG SCREWS ON EACH SIDE s ILIAL V� 4.29-I5 OF'H'MULLION BASE GUNNEL ,1/ EPS PANED SPAN DETAIL CONCRETE OR C9C[W AXP CGNC.HL�CK; CRETE x2li'ELCO CRETE{LEX SSI DR EQUAL ON EACH SIDE OF'H' �0, Drawing No.-080227•R2 MULLION DETAIL 2 PLAN VIEW A-A SHEET 1 OF 1