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HomeMy WebLinkAboutPRODUCT APPROVAL - ROOFINGP E S NI I I i IIVu Comments St. Lucie Ccunt r, FL Archived Product Manufacturer Elite Alums un m�Corporafion_ Address/Phone/Email 4b50 Lyons h ology Parkways 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 oofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ill 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. 2 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 11 f 1 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 # Model, Number or Name Description 61).1 Aluminum/Alumin`lifn Comp e Pawls:- <." 3"/4"/6"x0.024"x1lb EPS Composite Panel, 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 Dwg,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.pdf design pressures and spans. Created by Independent Third Party: Yes Back Next 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: µE Credk Card d ' Safe .. ELITE PANEL SPAN TABLES 0 x 0 024 1 = LaB E 2A ELS-� (AL<rgWABL--E CLEAR,SPAN4013-Hk"AR+fS2� NET ALLOWABLE LOAD (PSF)I MAX. ALCO ABLE SPAN (FT) L/80 L/120 L/180 L/240 I0 16.17 15.76 15.03 14.10 (X20-7...z 13&" 13A4 1222 1035 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 2.53 50 B.17 8.17 3.71) 60 7.40 6.39 0.98 70 6.81 451 - - 80 6.33 2.64 - 4' 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/180 L/240 10 19.00 19.00 17.17 16.53 20 15.01 1SOL 15.0L 13.95 30 12.50 12.50 12.50 11.38 40 10.97 10.97 10.97 8.60 90 9.92 9.92 9.44 6.22 60 9.13 9.13 7.51 3.64 70 8.52 e,52 5.59 l.0] 80 BA2 Boa 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/180 L/240 10 23.00 2124 21.47 20.95 20 IB.06 ISA6 18.06 I6A6 30 15.13 IS13 I133 15.13 40 1334 13.34 I3.31 13.34 50 IF-t0 12I0 12.10 10.91 60 I1.I7 I1*17 II.L7 8.43 ]0 10.44 111A4 1030 5.95 BO 935 9.85 8.43 3A7 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)I 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 11.21 936 40 13.69 12.16 8.36 4.56 50 12.22 10.26 5.51 Q76 60 10.75 8136 2.66 - 70 9.27 GAG - - 80 7.80 4.56 - - 4' x 0.032 x 1 - 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 20.50 20.50 20.11 19.24 20 19.61 19.24 17.49 19.74 30 18.17 17.49 14.87 12.24 40 16.72 15.74 12.24 974 50 15.20 13.99 9.62 9.27 60 13.84 12.24 7.00 1.75 70 12A0 NIA9 4.38 - 80 10.95 8.74 1.77 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 24.00 24.00 23.42 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19' 17.02 40 20.86 20.05 17.02 I3.82 50 L%62 VIA7 14.62 I0.62 60 W.38 WA9 1222 7.42 ]0 17.14 15.30 9.82 4.22 80 15.91 13.72 7.42 L02 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 1933 18.95 18.31 17.66 20 18.11 17,66 1636 ISA6 30 16.80 1636 14At 12.46 40 I5.49 I13A6 ISA6 9.86 50 14.18 13.76 lO51 7.26 60 12.87 12.46 8.57 4.67 70 IL57 HAG 6.62 2.07 80 1026 9.86 4.67 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 t0 21.97 21.97 2152 20.97 20 20.77 20.77 19:9 18.76 30 19.57 1957 1821 16.55 40 I836 18.36 16.55 1434 90 17.16 17.16 14.B9 12.13 60 15.96 15.96 1324 9.93 7D ta.]s 14.7s use z72 80 1355 13.55 9.93 S.SI 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 l0 23.93 23.93 23.88 23.60 20 2320 23.20 23.03 22A6 30 22.47 22A7 2218 40 2l.]5 21.]5 21.3350 21A2 21A2 20.49 60 2029 2029 19.64 M 70 19.57 19.57 18.7 80 IBA4 18.64 17.94 GENERAL, NOT13S 1. Composite panels shall be Constructed using type 3003-11154 aluminum facings, I or 2 PCF AS'1'isI C-578 carpenter brand EPS adhere to aluminum facings Tvifh Ashland Chemical 20201) ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class'8' (ext) rating and are NLR-501 approved. 3. This specification has been designed and Shall be fabricated in accordance with the requirements of the Florida Building Code 5" Edition (FBC), cmnposite 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. 4. The designer shall determine by accepted engineering practice cite allowable loads for site specitie load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be Used in structures "not to be considered li%ing areas" per Section 1616 Unless impact resistance in accordance to the I}VIIZ requirements are met. 6. Safety factor of2,0 has been use to develop allowable loads and spans from testing in acconlance to the Guidelines for 1 Aluminum Structures 1 art 1 and cwlfilrnls to the FI:SC.Chapler 16 and 20. 7. Testing has been conducted in accordance to ASTM E?_a •05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-19$8, }IEl'1-06-2104, HETI-OG ..7 U66, HETI-06-2105, METI-06•2067. HETI-05-1002, HET1- 06-2107, HETI-05-1987, I1ETI-06-2069, HETI-06-2070, EIETI-06-2071, }IETI-05-1994, HETI-05-1991, IIETI-06-2072, IIE-1-1-06-2073, IIETI-06-2074, HEfl-05-1996, 1 VETI-05-1989. HEI-1-05-1993,1fET1-05-1985, (IETI-05-1995, HETI-05- 1990,11E1'1-05-1997, HETI-05-2037, I IETI-05-2029, HI I.1-05-2039,1IETI-05-2030,1IE f1-05-2041, HE11-05-2t418,1 [I: ft- 05-2036, 1iEff1-05-2031, HEI1-05-2038, Iit 1-1-05-2065, HEfI-t15-2040,1EETt-05-2L42. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without tan beams. Design professionals may include rho am•nnrH nfipn Fm,1...,m ....v.....,a c1.,...>., r,..,,.,.�"�..".r..r":,�-<„,,.:r,..,.r.,,:.,�,.r:,,,, 3' 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 20.11 20.03 19.42 18.81 20 19.02 18.81 17.58 16.35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 13.89 IL43 50 15.74 1512 I2.05 8.97 60 14.64 13.99 10.21 6.52 70 13.95 12.16 B.36 4.06 80 12.46 IL43 6,52 1160 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 IO 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 21.01 40 21.51 2L51 20.39 18.91 50 20.4-3 20.45 IBM 16.80 60 19.39 19.39 17.37 14.70 70 18.33 16.33 15.86 12.59 80 17.26 17.26 14.35 10.49 6' 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 l0 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 2234 22.59 21.85 40 22.23 22.23 21.85 20.85 50 21.53 21.53 2L10 19.86 60 20.92 20.82 20.36 L8.87 70 20.11 20.11 19.61 17.87 80 19.40 19.40 IB.B7 I6.88 SEAL JOINT WITH CONTINUOUS CAULKING (-F 0000 0 00000 Ja ) O O O O O O O O O O C ak9 BOTTOM FACINGS INTERLOCKING CROSS SECTION OPTIONAL GUTTER I GRIP CA. SLOPE I 4' MAXOTH INTERLOCKING 1 PANELL (I/4'/FT MIN SLOPE) OOO OHO 000 z EPS CORE ILOR 2LB10000O0O0O 0-000-000-000- DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Temp,, FL 33679 Tel: (813) 057-9955 R aid Description 6 i ISSUED FOR PRODUCT © APPROVAL _ IIMUEO FOR M01✓' 0PRODUCT APPRf. ©ISSUEDFDR201 .2 PRODUCT APPROVAL SSUEO FOR FCC SN 0 A PRODUCT APPROVAL 4 APPROVAL J Q (/1 i J W W m q Z a c 3 a-y,Q o45 w(nF io Mo t�U n• M to Ern-j a?o 0 o LL U o Y p Z)(L o N U a no c m w � - F U ED j Q rn � UZFW- 0 0 7 H 0)J UO OQU W oU LL (0 IT a. Of W O J LL cerECKED Br: DYK } SCALE AS S.0. No.41 V71EON FLA. RFT. NU ALUMINUM BOTTOM I OO U-- t II FACINGS OOC .�L A02 I-�CLEAR SPAN (U INSIDE TO INSIDE �O O.H. 0 STATFT9PP OF 00 °o0 \i��; CORID�ENGINEER OF RECORD TO PROVIDE 00 36- MAX IN FRONT 6 25FOR ROOF CONNECTIONS 6 ADD THICKNESS OF p NALSUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00L. OF PANEL WIDTH B SID'11 THIS DR ANY OTHER ENGINEER PANEL SPANS 00 (l2' HAX AT SIDES) Drawing No. - FL-1001 EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 OF 1