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Home My WebLink AboutProduct Approval„�^t+a..az,..anx BCIS Home Log In ;User Registration Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff ; BCIS Site Map i Links ! Search i r!d v i , SProductApproval USER: Publi[ User Product Aoorwal Menu > Product or Application Search > Application List > Application Detail FL# F RECEIVE Application Type Revision Code Version �i0i1'4'—�" ©CT 2 3 2017 Application Status pproved PERMITTING Comments St. Lucie County, FL Archived Product Manufacturer _�a TuMinum•Corporatlon 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 Add ress/Phone/Email ,,, . Category RoofaingWZ Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report r ' 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7561 R3 COI Cert of Indeoendence.odf 1709.2 FRO con- ' } Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Date Revised 08/15/2017 Summary of Products FL # odel, Numbe'r2Name Description 7561.1 Alumih�n/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"x21b 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 Dwo.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.Ddf design pressures and spans. Created by Independent Third Party: Yes Back Nett Contact Us :: 2601 Blalr 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: getccj; Credit Cat Safe ELITE PANEL SPAN TABLES: 2'4 x1 1 L rB1 LS ( L l7 ABLE CL'LAR SPAN�C-f=1A1T�$0 NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 16.17 15.76 15.03 14,10 '44 13.44 1222 10.35 30 10.7B 10.78 9.41 660 40 9.22 9.22 6.60 2.85 50 8.17 8.17 3.79 - 601 .40 6.39 0.98 70 6.81 4.51 - - BO 6.33 2.64 4" x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/240 10 19.00 1900 17.17 16.53 20 1501 15.01 15.01 13.95 30 12.50 12.50 12.50 11.3B 40 10.97 10.97 10.97 8.60 5D 9.92 9.92 9A4 6.22 60 9,13 9,13 7.51 3,64 70 8.52 8.52 5.5s 1.07 Be 8.02 802 3.64 6" x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 23.00 2124 21A7 2085. 20 18.06 18.06 19.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 13.34 50 1230 12.10 1230 . I0.91 6D 11.17 11.17 11.17 8.43 72 ID.44 10.44 10.3o 5.95 BO 9.85 9.85 8.43 3.47 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - 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 17.50 17.50 16.91 15.96 20 16.64' 15.96 14.06 12.16 30 15.17 14.06 11.21 8.36 40 13.69 . 12.16 8.36 4.56 50 le.22 10.26 5.51 0.76 60 10.75 0.36 2.66 70 1 9.27 6.46 80 7.80 4.56 - 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN.CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 T L/120 L/IBO L/240 to 20.30 2050. 20.11 19.24 20 1961. 19.24 17A 9 15,74 30 18.17 17 A 9 14.87 1224 40 16.72 15.74 12.24 8.74 50 15.2B 13.99 9.62 5.27) 60 13.84 12.24 7.00 1.75 70 12.40 IOA9 4.38 - 80 1095 8.74 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/80 L/120 L/180 L/240 10 24.00 24.0D 24.00 23.42 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19.42 17.02 40 2086. 20.05 17.02 13.82 50 1962. 18.47 14.62 ielia 60 18.38 Wall 12.22 7.42 70 17.14 15.30 9.82 4.22 BO 15.91 13.72 7A2 1.02 3' 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 19.33 18.95 18.31 17.66 20 18,11 17.66 16.36 15.06 3D 16.80 16.36 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.IB 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 ]0 11.57 11.16 6.62 207 80 IM26 9.86 4.67 - 4' 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 21.97 EL97 2L52 20.97 20 2077 20.77 19.86 19.76 30 19.57 19.57 18.21 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 13.2,1 9.93 ]0 14.75 14.75 11.5E 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. ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.93 23.93 Wag 23.60 20 2320 23,20 23,03 22.46 3D 2247 22A7 22.18 21.33 40 21.75 21.75 21.37 2020 50 2102 21.02 20.49 19.07 60 2029 2029 19.64 17.94 70 19.57 19.57 18.79 16.81 80 18.04 18.84 17.94 15.ED CifiNPRAL NUl•f:S 1. Composite panels shall be constructed using type 3003-H 154 aluminum facings, I or 2 PCF AS'rm c-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Eli(e panel products only in accordance with Approved fabrication methods. 2. Elite roof panels maintain a U1. 1715 (int) class'D' (cap rating and arc NER-501 Approved. 3. 1'bis specitication has been designed and sholi be Fabricated in accordance with the requirements of the Florida Building Code 51" Edition (MC), composite panels comply with Chapter 7 Section 720. Chapter 8 Scelion $03, Class A in(crior finish, and Chap(er 26 Section 2603. All local building code Amendments shall be adhered to As required. 4. 'I'he designer shall detennine by accepted engineering practice the allowable loads for site specific Inad conditions (including lend combinations) using the data from the Allowable leads tables and spans in this Approval. 5. Detection limits anti Allowable spans have been listed to meet PBC including the HVHZ... In IiV HZ.. this product shall be used in s(nletures "not to be considered living Areas" per Section 1616 Unless impact resistance in accordance to the I1VI IZ. requireInami am met 6. SuCcty factor of2.0 Ilan been use to develop allowable loads and spans fmm testing in Accordance to the Guidelines for Aluphinum SlruetuMs Pan I and conforms R) the F13C Chapter 16 and 20, 7. Testing has been conducted in Accordance to ASTNI E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: IIETI-05-d988, I1ETT-06-2104, IIETI-06.2066, IIL•TI.06-2105, II1-F-171-06-2067, tmn-O5-1002, Iir-n-. 06.2107, IIET 05-1987, HETI-06-2Q69. I1FI1-06-2070, IIETI-06-2071, HFfl-05-1994;11E[I7-05-1991, IIETI-06-2072, HE] 1-06-207.T,111-TI-D6-2074, I IFI'1.05-1996. IIETI-05-1989. HFr11-05-1993, IIETI-05-1985, HET'i-05-1995. IiE71-RS- 1490, i IE•rl-o5-1997, Id1--1'1-05--2017, Ill•:1'I-JS-2029, II1711.65-2039. I1E1'1-05-2030, I IE1-I-05-2041. nil fl•-05.2048, IIF..TI- tl5= 036,1{I fI-05-2031. I10-1-05-2038, 1IFf1-05-2065, HF FI.05-2040,11FTI-05-2042. 9. Linear interyolation shall be rdlmiv d for Egmes within the tables shewn. I(•. Tenet with fan beans shtlil be considered equivalent to similar panels without Ian beams. Design professionals may include 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALL DWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 20.11 2003 19.42 18.81 20 19.02 16,81 17.5E 16.35 30 17.93 1758 15.73 13 89 40 16.83 16.35 13.09 11.43 50 1574 15.12 12.05 8.97 60 14.64 13.89 1021 6.52 %0 13.55 12.66 B 36 4.06 80 12.46 11A3 6.52 1.60 4" x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I I 1_/RO I I /IPn II /IRO I /?An 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. DO 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 22.59 2185 40 2223 2223 21.85 2D.85 50 21.53 21.53 21.10 19.86 60 2082. 2A82 E0.36 I8.87 70 2011 20.11 19.61 17.87 80 19A O 19.4 0 16.87 16.88 SEAL JOINT WITH CONTINUOUS CAULKING U U Q U 10 U Q U t-T 0000 000000 ).0000000000C ao BO 014 AC NGS INT R OCKIN • CRESS SECTION OPTIONAL GUTTER 0 UF DRIP CAP SLOPE 4' WIDTH INTERLOCKING , PANEL EL (I/4'/FT HIIJ SLOPE) 0000,0 O`4o o" �O�O�O �ODO� EPS CORE LLB OR 2LB 0000000 O 0.,0 O2O O„ H a= 0000000C 0 o C ' o ALUMINUM BOTTOM l 00� FACINGS O0 OC CLEAR SPAN (L) INSIDE TO INSIDE 00 SOH. Q• 00 o 0C ` , ENGINEER OF RECORD TO PROVIDE 00 FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36' IN FRONT B 25% SUPPORTING STRUCTURE ➢ BY WALL FOR TOTAL 00 C OF PANAN EL WIDTH 8 SIDES THIS DR ANY OTHER ENGINEER. ECR. PANEL SPAN. 00. (I2' MAX qT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION D ❑ KS 6, ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa. FL 33679 Tel: (813) 857-9955 9a1 ISSUED FOR PRODU--- j 2006 APPROVAL 7 roN4 ISSUED FOR ]OOIi 7404 PRODUCTAPPRC.O_ ©LA ISSUED FOR 7010 FBC 347 PRODUCT APPROVAL 3R0 6 UEO OR eC SIP 24 s APPROVAL PRODUCT APPROVAL Q DO •0 J a W a z a c 3 a 2 Q OY ^ W to )... m TO CD l- U a CA� a 0 O O LL 2!Ex U oY 0Z)a Er Iu UQw C H U cc E y 0Zw Q T O H 0) -1 UO O JQ to W U) In In QO (O `r w 0 LL CHECKED BY, DYK SCALE: ASSHOWN DAT • 2119112 Y' k/ ICI •. �/ No. 4MAEON K •'�+.E. FLA.R G.He IL4 O El SSOCIAT' , C A7 Al 26BB7 / ox+oD�tl STATL7opp . FL 'A �ORIOP:• )NAL •••�� -25-15 Drawing No. - FL- 1001 SHEET T OF 1