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HomeMy WebLinkAboutProduct Approvali , 1 4x s. t a x gXP•..ww��$$`G' IRA ��% .*"1�M'• � �tl^� N" �r 's�,'a?�s'.luit5 `�'.:,X��,'•-��'� BCIS Home Log In User Registration Hot Topics Submit Surcharge ` Stats & Facts Publications ; FBC Staff BCIS Site Map i Links Search `oI l % � k'^'°" fR'Pi USER: PProdublic Approval mar :,'"`:.> pr Product Approval Menu > Product or Application Search > Application List > Application Detail vt� S FL # tF.11r56�12-1- 3 RECEIVED Application Type Revision - Code ©CT 13 2W version Q4 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative t . Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method PERNA1777NG 5t. Lucie County, FL EI' A u-rt�lnurff-WO rporation 4650 Lyons TechVology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimenginee ring: net Do Kim dk@dokimengineering.net Dan Cooke - 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com �k oofi[2 'n" g Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iR Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner, P:E. @ CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Indeoendence.pdf Referenced Standard and Year (of Standard) 4 Equivalence of Product Standards Certified By Sections from the Code 1709.2 File C. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products i Method 2 Option B 04/30/2015 05/01/2015 05/10/2015 06/23/2015 08/15/2017 FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwa.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.odf design pressures and spans. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 SlaIr 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 emal6 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: GrvdiL Card Safe ELITE PANEL SPAN TABLES CAI�Q:W�tBtE�E AR SPAN-G}3_$f_R I , NET ALLOWABLE 1-06G (PSF)I - I MAX. ALLOWABLE SPAN (FT) L/60 L/120 L/I80 L/240 10 16.17 15.76 I5.0J i4.10 �P' 13A4 1222 10.35 30 10.78 10.]8 941 6fi0 40 9.22 9.22 6.60 2.85 50 8.17 0.17 3.79 - 60 7.40 6.39 0.99 70 6.81 4.51 - 80 4" x 0.024 x_ I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19.00 17.17 16.53 20 1-ISeI 15A1 13.95 30 12.50 12.50 12.50 11.38 40 10.97 1097 10.97 8.80 50 9.92 9.92 9.44 622 60 9J3 9.13 7.51 3.6d 70 8.52 8.52 5.58 1.07• 80 8.02 8.02 3.64 6" x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) 'JET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 23.00 2I24 21.47 20.85 20 18.06 18.06 1&066 18.06 30 15.13 15.13 15.13 I5.13 d0 13.31 13.34 13.34 13.34 50 12.10 I2.10 '12.10 1 .10491 60 11.17 71.17 11,1] 8.43 70 ID.44 10.44 1030 5.95 80 1 9S5 -9.65 8.43 1 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x ) - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/I60 L/240 10 17.50 17.50 16.91 15.96 20 1 66d 15.96 14.06 12.16 30 15.17 I406 1t21 8.36 40 13.69 12.16 8.36 4.56 50 12.22 10.26 5.51 0.76 60 1027 8.36 70 9.27 6A6 - - 80 7.80 -t, - - 4" x 0.032 x t - LB EPS PANELS (ALLOWABLE CLEAR SPAN,CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/l20 L/I80 L/240 10 20.50 20.50 20.11 492A 20 19.61 19.24 17.49 i5.74 30 78.17 17.49 14.87 I2.24 40 16.72 15.74 12.24 8'74 50 15,28 , 13.99 T62 525 60 1J.84 12,24 7.00 1.75 70 12.40 10.49 4.38 80 10.95 6.71 1.75 6" x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/60 L/120 L/I80 L/240 10 24.00 24.00 e4.00 23.42 20 23.34 27.21. 21.82 20.22 30 22.10 21.63 19.42 17.02 40 20.86 20.05 17.02 13.82 50 19.62 IB J7 14.62 10.6, 60 18.38 16.89 12.22 7.42 70 17.14 15.30 9.82 4.22 80 15.91 13.72 7.42 1.02 3" x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.33 18.95 18.31 17.66 20 18..1 17.66 16.36 15.06 70 680 I6.36 14, 47 12.46 a0 -5-4 15.06 12.46 9.86 50 14.18 ' 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 ]0 11.57 Ii.16 6,62 2e7 80 10a6 9.86 4" x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80.,L/120 L/180 L/240 10 0-97 21.97 21.52 20.97 20 20.77 20.77 i9.86 18.76 30 19.57 19.57 1B 21 16.55 40 18.36 18.36 16.55 14.34 50 17.16 17.16 14.89 12.13 60 15.96 15.96 13.24 9.93 70 14.75 14.75 11.58 7.72 80 13.55 13.55 9.93 5.51 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWA LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/121 L/180 L/240 10 23.93 23.93 23.88 23.60 20 23.20 2320 23.03 22A6 30 22.47 22A7 22.1B 21.33 40 21.15 21.75 21.33 20.20 50 21.02 21.02 20.49 19.07 60 20.29 20.29 -19.64 I7.94 70 19.57 19.5] 18.79 16.81 80 18.64 18.84 t7.94 15.68 GENERAL; IUTF..S I. Cut: { osite ;)ands shn!i be conspT)ctcd using ape 30113-H 154 aluminum faeings, I or 2 PCIT ASTIYI C-578 catpimter brand EPS adhere to nlnminum OTcings ivi11T 7lshlaml Chemical 2020D CSC) grip. Fabrication to be by L'lite panel products only in ' accordance with approved fabrication methods. - 2. Eitctoof panels maintain a I.A.1715(inl) class (ext) rating and are NEt-501 approved. 3. This speciffeation has been designed and shall be Ihbricated in accordance with the mquirememS of the Florida Building Code 5ib Edition (IFBC), composite panels comply with Chapter 7 Section 720, Chapter R Section $03, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhemd toxi required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including Iola combinations) using tie data from the allowable loads tables and spans in this approval. S. Deflection limits and allo)vuble spans have been listed to meet FBC including the HVHZ,. In HVIIZ„ this product shall be used in struct:aes "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the I•Ivl-lz requirements are met. 6. Safety hector of 2.0 has been use !o develop allowable loads and span firm testing in accordance to the (fuidelines for Aluminum Structures Part I and conforms to the F13C Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E,72-05: Strength Test of Panels for Building Construction. F.. Refercrece test reports: I IETI-05-1988. IIH'r1-0G--2104, IIE1.1-06.2066. H@f1-06-2105,111i l-1-06-2067, IIF.TI-05.1002, 1IETI- 06-_ 10", IIETT-05-1987.1iET'I-06-2069. I]EI'I-06-2070, FIET'I-06-2071, HETI-05-1994; HE11-05-1991.1IETI-06-2072. 141%11-Ob_2073, II111-06-2074, 1913r1-05.1996. FIE I'I-OS-19g2 IiFfG05.1993, 111i11-05-1985, Llfil'I.OS-1995, IiF'r'I'I-05- 199C, 1 I2'I-f-05-1997, 1-IET'1-05- 2037; 1IETI-05-2029, Iif; ,'r1-05-2039, I IF'71.05-2030, I IF fI-05-2041, lit: CI-05-2048, HEi-I'I- 0<2,ix Iifin-05-203 ). II 1'1.05.203R, IIETI-05-2065, Iim-05.2040, HETI-05-2042. 9. L;ne3r interpolation Shan be allolnd for f)gurs within the tables shown. i 0. P,,ncis a:ith ;ire beams shall be coaskicred aluiraknt to similar panels without rim beams. Design prolissionals tray include the strength of the fan helm to exceed Shown figures as part of sitc-specific engineering 3" x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/60 L/120 L/I80 L/240 10 20.11 20.03 I9.42 Ts-,S 20 19,02 I8.81 17 58 16.35 30 17.93 1758 15.73 13.89 40 16.83 16.35 13.69 11.43 50 15.74 15.12 12.05 897 60 14,64 13.69 1Gal 6.52 - 70' 13.55 12.66 836 4.06 80 12.d6 111.47 6.52 1.60 4" x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.17 24.17 24.17 24.17 20 23.64 2364 23.41 27.11 30 22.5] 22.57 2130 21.01 40 21.51 21.5, 20.39 18,91 50 20.45 20.45 18.88 16.80 60 19.79 19.39 17.37 14.70 70 18.33 IB 33 15.86 12.59 ' 80 17,26 I7.26 FC35 10.49 6" x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24,BG 2400 24.00 23.84 20 23.65 23.65 23.34 22.84 22.94 22.94 22.59 21.85 22.23 2223 21.85 20.85 MBUI 21.53 210 1986 208220F2 20.]6 18.87 20.11 20.11 19.61 17.87 19.40 19.40 18 87 16.89 SEAL JOINT WITH CONTINU=)USCAULKING� BOTT014 FACINGS INTERLOCKING CROs TION SLOPE 1 4' MAX WIDTH INTI D❑ KIM & ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa. FL 33679 TO: I8131857-9955 ISSUED FOR PRODUCT I APPROVAL ISSUED FOR t00T 1 PRODUCT APFO& ISSUED FOR 2010 FBC PRODUCT APPROVAL WORD FB . Ed- PRODUCT APPROVAL Q m > LU M LU I Z IL ccQ Z O Y W ^ � C. Q N m o F- ZE Q 0- e') (n :3 a QO-j aka U oY 00�a Et (u U¢W C N W ❑ EFU 0 c5 U? U C 0),_5ij 00 aj y O w,0U LL<< (° a W 0 -1 LL DRAWN BY: OYK CHECKED By, DYK Elm O-O-O-o.- za 0-0-01) 0000 ¢wo EPS CORE ILB OR 2LB O"OL'OWO('� 000000000 O C r,4 " FLA.RNUSC / ALUMINUM BOTTOM J OD 000C ��: D 'AT��L'LFACINGS /„CLEAR W $PAN () L INSIDE TO INSIDE 00 HUH, 000C O• O10 0 fiTATEFO -11.J4TE ENGINEER Or RECORD TO PROVIDE p0 • �sv •• 01110P;•••�`G� FOR ROOF CONNECTIONS 6 SUPPORTING STRUCTURE DETAIL ADD THICKNESS OF O 36' MAX IN FRONT 6 25% `-'ALL FOR TOTAL O00C Or PANEL WIDTH n SIDES s/'•NAL• •••••• -25-15 BY THIS OR ANY OTHER ENGINEER. PANEL SPAN- 00. (12' MAX AT SIDESI EPS ROOF PANEL/ SPAN DESCRIPTION Drawing No. -FL-1001 SHEET 10F1