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HomeMy WebLinkAboutProduct Approval 3 ; .........._:.... «..................h�aF ........,-v.,......................x 5.....-........�,.«,.K.,,. :. �..._....«t......,.....� �F z #. • -'�� v�z � Y '�'}" �,`^`Y a3 < (.f.,,,•.%.............5..�>..�'S°-.S.S:�Nf� .^4 yi,.5°ri �t....�„'�i"�?.�,.:.w�'.�M� BCIS Home ; Log In i User Registration Hot Topics € Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search i 0j Product Approval - -.r USER:Public User 't1 � j .!s VA Product Approval Menu>Product or Application Search>Application Lis t>Application Detail i E _ a FL# FL7561-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@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft.Lauderdale, FL 33309 (954)491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L6' 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 Quality Auditing-Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By CBUCK Engineering,Inc. W Validation Checklist-Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Independence odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval A Method 2 Option B • r Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval. 05/10/2015 Date Approved 06/23/2015 Summary of Produ cts 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"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Approved for use outside HVHZ: Yes Dwo.odf 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.pdf design pressures and spans. Created by Independent Third Party: Yes Back Nezt 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: Ctedii Card Safe } I ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3" x 0.024 x 1 - LB EPS PANELS 3' x 0.032 x 1 - LB EPS PANELS 3' x 0.024 x 2 - LB CPS PANELS 3" x 0.030 x 2 - LB EPS PANELS D❑ KI M (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 ASSOCIATES, LLC NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (IT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSI)' L/80 L/120 L/180 L/240 LOAD (PSI)' L/80 L/120 L/180 L/240 LOAD (PSI)' L/80 L/120 L/180 L/240 ENGINEERS 10 ICU � 15.76 15A3 1- 10 17.SD 17,50 16.91 15.96 10 19.37 IB.95 18.31 17.66 10 20,11 20,03 19.42 IB.BI 20 13.44 13A4 12.22 10.35 20 1664 15.96 14.06 12.16 20 IRII 17.66 16.36 15o6 20 19.02 IB.BI 17.5B 16.J5 30 10.78 10.78 941 6,60 30 15.17 14.06 IL21 8.36 30 1690 16,36 IAA% 12.46 30 17.93 17.58 15.73 13.89 PO BOX 10039.- -- 40 922 9.22 6.60 2.85 40 13.69 12.16 8.36 4.56 40 15,49 15.06 12.46 9.86 40 16.83 16,35 13.89 11.43 Tampa.FL 33679 _ 50 8.17 8.17 3.79 50 1222 10.26 5.51 0.76 50 14.1B 13.76 1D.51 7.26 50 15.74 t5.12 12.05 8.91 Tel•(81318574955 60 7.10 6.39 0.98 60 1035 8.36 2.66 60 12.87 19A6 8,57 4,67 60 14.64 1389 1021 6.52 70 6.81 4.51 - 7C' 9.27 6A6 - - ]0 11.57 H 16 6.62 2.07 70 13,55 12.66 B 36 4.06 RevJOate Of:SCdpllOn BD 6.33 e.64 - BC 7.80 4.56 - - BD 10.26 9.86 C67 - BO 1246 11.43 6.52 L60 ISSUED OOUCT 2p44 APPR 4' x 0.024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS .. ISSUE (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) }0"° PRODUc RDVAL 2,24 ISSUED FOR 2010 FBC NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) MET MAX. ALLOWABLE SPAN (FT) ©2012 PRODUCT APPROVAL ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE Issu DRFBc sm LOAD (PS=)1 L/80` L/120 L/180 L/240 LOAD (PSI)' L/80 L/120 L/180 L/240 LOAD (PSI)' L/80 L/120 L/180 L/240 LOAD (PSI)' QQ �o,i APEdIPROVAL PRODUCT L/80 L/120 L/I80 L/24O APPROVAL 10 1900 19.00 17.1] 16.53 10 20.50 20.50 20.11 19.24 10 21.97 2L97 21.52 20.97 LO 24.IJ 24.17 24.17 24.17 20 I5.01 I501 15.01 1395 20 19.61 19.24 17.49 15.74 20 20.7] 20.77 19.06 18.76 20 2364 2364 23.41 23.11 0 30 12.50 12.50 12.50 N13 30 I8.17 17.49 14.87 12.24 30 19.57 19.57 IB21 16.55 30 22.57 22.57 21.9040 10.91 1037 f0.97 0 16.72 15.74 1224 8.74 40 18.36 19.36 16,55 14.34 40 21.51 21.51 20.39 ]6.80 1 9.92 9.92 9.44 50 15.28 13.99 9.62 5.25 50 I7.16 17,16 14.89 12.1J 50 20A5 20.,15 I888 9.13 9.13 7.51 60 1384 1224 790 175 60 15.96 15.96 1324 9.93 60 1939 1939 17.37 0 (n O8.52 8.5e 558 70 12.40 10.49 4.3B - 70 14.75 14.75 11.5a 7.72 ]0 18.33 18.33 1586 9 W O_ 802 8.02 364 80 10.95 8.74 1.75 - BO 13.55 IJ.55 9.93 5.51 00 17.26 17.26 1-,35 9 Q Z LL a- 6' x 0.024 x 1 - LB EPS PANELS 6" x 0.032 x 1 - LB CPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS 2-^ F(n I- C) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR, SPAN CHARTS) `�ac) n�� NET MAX. ALLOWABLE SPAN (IT) NET MAX. ALLOWABLE SPAN (FT) - NET NE7 E1 2LL In a O MAX. ALLOWABLE SPAN (FT) h1AX. ALLOWABLE SPAN (TT) O o-j CL 0 ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o O 7)(L LOAD (PSI)' L/80 L/120 L/180 L/240 LOAD (PSI)' L/80 L/120 L/I80 L/240 LOAD (PSI)' L/80 L/120 L/180 L/240 LOAD (PSI)' L/80 L/120 L/180 L/240 E r L)¢w 10 23.00 21.24 21.47 20,85 10 24.00 24.00 2400 23.42 10 23.93 23.93 23,88 2360 Ill 24.00 24.00 24.00 23.84 C LU 20 t8.06 18.06 18.06 18.06 20 23.34 23.21 21.82 20.22 20 23.20 2320 23,03 22.46 20 23.65 2365 23.34 22.84 }-C.) O 70 15.13 15.13 15.13 15.13 30 22.10 21.63 19.42 17.02 30 22.47 22.4] 22.18 21.33 30 22.94 22.94 22.59 21.85 j to C)z F 40 13.34 13.34 13.34 17.34 40 20.86 20.05 17.02 13.02 40 21.75 21,75 21.33 20.20 M�� 2227 22.23 21.85 20.85 Q p50 1210 12.10 I2.10 10.91 50 1962 1847 14.62 10.62 50 2102 21.02 20.49 19.07 2153 21.53 21.10 1986 J Q J y60 llA7 1L17 11.17 8.43 60 18.38 16.89 12.22 7.42 60 20.29 20.29 19.64 17.94 20.82 2082 20.36 16.67 '- V U-¢70 10.44 IOA4 10.30 5.95 70 17.14 15.30 9,82 4.22 70 19.57 19.57 18.79 168120.11 20.11 1961 17.87 lL In N In 80 9.85 9.85 8.43 3.4] 80 15.9I ED 13.72 7.42 1.02 BO4 17.94 15.68 19.40 19A0 IB.B7 16.BB W O J (iENHRAI.,NO'1•F,S LL SEAL JOINT WITH ' I, Composite panels s1TRll he Oonstruclecl using p-pc 300344 154 Bhunim)1n p4t:ings,I or 2 11C:17 AS'Ptvt C-S7R carpenter brand ITS CONTINUOUS CAULKING adhere to alominum fteings with Ashland Chemical 2020D iSO grip.Fabrication to be by Elite panel products only in ) U U U U U U U U I ticeordancc with approved tahrication methods. O n DRAWN BY: DVK _. [l ite roof panels maintain a Ul..1715(hit)cheIs'i3'(ext)rating and are NER-50I approved. O O O O O O O O OOOOOOOOOO CHECKED BY: DYK ) f "" (° 1. 1 his spccificalion has been designed and sbali be Ltbricolcd in accordance with the requirements of the Florida Building Code SCALE: AS SHOWN 5"Edition(FBC),composite panels comply with Chapter 7 Section 71-0,Chapter 8 Section$03,Class A interior linish,will BDI rOM FAC NGS DAY 2119112 Chapter_6 Section 2003.Al{Im,I building code inicadmenis shall be adbered t0 as required, INTERLOCKING CROSS SCrTIQN OPTIONAL 4. The designer shall determine by accepted engineering practice the allowable loads forsite specific load conditions(including DRIP CAP .(• a` _ load combimnions)Using the data from the Allowable loads tables and spans in this approval. SLOPE MAX MOTH INTERLOCKING g•'F'•.,`•/ _�- ? 4' O,.••• �GEfV ' [ 5. Defection limits and allolvable spans have been listed to meet FBC including the HVH7,,.In HVHZ„this prodLICI shall he used PANEL(I/4,/FT MIN SLOPE) O OHO O"O O� �� p' Np.4�'i.EON KI' E. ti2 insirticitacS"not lobe consideted living Rrca5"per Section I616 unless impact resistance ill accordance ill(Ile I'IVIIZ a DODO�0 0 00 is EPS CORE ILB OR 2LB OD O�OD OC 4RNUI, (64 OOOOfegtlirenients are met.(. $ufety faacr of_2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for J0DSOCIAT� y�N -•:;N ;' a ALUMINUM BOTTOM O _ E;y Xurrirum Striclut s Part I and conforms to the F13C Chapter 16 and 20. FACINGS o00 II.X oogL� t-", •��:*•_•%. 1'e;aing has deer.ronduDted in accordance to ASTNI T•,72-05:Streogth Test of Panels for Building ConStrIlC 011. I CLEAR. SPAN(U INSIDE TO INSIDE 00 O.H.- � Q STATUMpa,FL 3 $: Rufc:once testrrports:ill>'f1-05.19RR,IiG'fl•0G?104,1IGTI.Ol-206G.1iETI-06-21W,Ill',[L06-20G7,1If.H-05-1002.1IGfi- o°o° 1:1+ 'Cy (IG•2;0?,I ILT'I I-05.1957,IiE'('I-U6-20G9,1 iLl'I-OG-?(17U,PIE 1'I-OG-2071.13L`"fi-OS-1994,HL"1'1-U5-1491,(iE'I'I-0G-2072, °o C�•�' CORIDP:.•��j ENGINEER OF RECORD TO PROVIDE O SS,' rrrrr rrr 1 1 ( ( ( ; (( ADD iN1CKNESS OF O 36'MAX IN FRONT L 25•r. _25-15 1P:-I'1=(16-_U7.i,f7fa'i-)C++-2074,Il['fl-Oi-I)96,F11::1'I-OS-1)g9,IIFFI-05.199..,111:i1'1-05-1965,1'Iliil'1-05.1))5.IIF T-05- FOR ROOF CONNECTIONS¢- ° j NZ (:, 7 (- 5 SUPPORi1NG $TRUC TURF DETAIL BY WALL FOR TOTAL OOOC OF PANEL WIDTH 2 SIDES. I})O';HI TI-05-1997,Ill;l'I.05-_037,IIIi•I'I-OS-20_9,111:'I'1 0-2U39,f Ilil'I-05-20?0,Ill:1'i-O5iO4I,l'Il fl•O5-_O4fi.HI:':1'I THIS OR ANY OTHER ENGINEER. PANEL SPAN, OO (12' 11"AT DES) 105 OS- + 7 77-05-203ft,FIGTI-05-2U6S. GL05.200.HfaI-US-2042.0, .111" 1-05.2U31.Ill? C Li eL;r - interpolation shall he allowed for figures within the tables shown. g No.-FL-1001 Drawin lion heanis shall"becons(dered equivalcnl to similar panels whhma lion beams. Design professionals niav include EPS ROOF PANEL/SPAN DESCRIPTION -th of the fan beam to exceed shown(i ure5 as•art of site-S)ecilic en•ineerin SHEET 1 OF 1 02/23/2017 09:13 77233JJ60 PAGE 02/03 1&23:38(GMT) o I I, -KA C:p; Z...Z:p STD PO AU .ET-r= LAND F-LAT ONC.- '-St3l�-. 'X; 2.-2e- f"-,.AVA - EX LAO "'.okitm' T-tW* PATIO -CH TWAT' 'T '0' EXCH F L 671,-6 -VA I V - FF . 'r xVU 7 ED FA 1 60 -7�� RL-r-WAT -!P Pr-Q)W W-71-1 REGAFiV T�� tHE Cbr�lbrii=-T-r= Suomi lto� Iva a "�.xsr is oa� 's. Y. ........................ .9.9 -skm"MOTAL ✓ 55: J, 67 Tt �e r ZS W.Z�4'06.T . . . . . ... . . . . f, S