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HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online Page 1 of 2 FI rich m% Product Approval r ® USER: Public User ' Product Approval Menu > Product or Aooliption Search > Application Llst > Application Detail FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 0 Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 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. i © 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 Independence pdf 1709.2 X Ile COVY https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017 .i Florida Building Code Online Page 2 of 2 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 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel, Panels 37476"x0.032xilb EPS Composite Panel, 3"/4"/6"x0.024"x21b 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 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) J living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R 014 FB Is provided. See Installation drawing for nominal allowable Evaluation.odf design pressures and spans. I Created by Independent Third Party: Yes Bads 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 haL. Product Approval Accepts: M no ©herJ Credit Card Safe https://www.floridabuilding. org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDgsgJkzX72Beu... 12/7/2017 ELITE PANEL SPAN TABLES: 3' x 0.024 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 16.17 15.76 t5.03 14.ID 20 13.44 13.44 1222 1035 3D 10.70 10.78 9.41 6.60 40 922 922 6.60 ZBS 50 0,17 0.17 3.79 60 7A0 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)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19a0 17.17_ 1653 20 15,01 15.01 15.01 13.95 30 IF 50 1250 125D 1138 40 10.97 10.97 10.97 BE0 .50 9.92 9.92 9.44 622 60 9.13 9.13 751 3.64 70 BS2 8.52 558 1.07 80 B.02 8.02 3.64 6' x 0.024 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 23AD 2L24 21.47 20s5 20 18.06 18.06 18.06 18.06 30 15.13 15.13 IS13 15.13 40 13.34 13.34 1334 13.34 50 12JO 12.10 12J0 10.91 60 IL17 11.17 11.17 8.43 70 10.44 10.44 1030 5.95 80 9.85 925 a43 3.47 Net .allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (PS0. 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 16b4 15.96 14.06 12.16 30 15.17 14.06 11.21 636 40 13.69 12.16 8.36 50 � 1222 1026 5.51 60 10.75 9.36 2.66 M76 70 9.27 6.46 110 7.80 4.56 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)l L/80 I L/120 IL/IB0 I/24n 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 I L/180 L/240 10 24.00 24AD 24.00 23.42 20 23.34 2321 21.02 20.22 30 22.10 21.63 19A2 17A2 40 2026 2045 17.02 13,82 50 19,62 10.47 14.62 10.62 60 11138 16A9 12.22 7.42 70 17.14 15.30 9s2 422 80 15.91 13.72 7A2 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 I L/I80 L/240 10 1933 19.95 18.31 17.66 20 18.11 17A6 16.36 15A6 30 1630 1636 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.18 13.76 10.51 7.26 60 12.07 12.46 8.57 4.67 70 1157 H36 6.62 2.07 BO 10.26 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 21.97 2152 20.97 20 20.77 20.77 19.86 18.76 30 19.57 1957 IB.21 40 1036 1836 165550 17.16 17.16 14.8960 15.96 15.96 13244.]5 MY 14.75 O58 1355I3S5 9.93 6' 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 23.93 23.93 23.88 23.60 20 23.20 23.20 23.03 2Z46 30 22.47 22.47 22.18 2133 40 21.75 21.75 2133 20.20 50 21,02 21.02 20.49 19.07 60 2029 2D29 19.64 17.94 ]0 19.57 19.97 10.79 16.81 80 18.84 18.84 17.94 15.68 GENERAL NOTES I. Composite panels shall be constructed using type 3003-H154 aluminum facings, I or 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. 2. Elite roof panels maintain a UL 1715 (int) class (ext) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 56 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. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific 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 HVH7.. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 6. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E72.05: Strength Test of Panels for Building Construction. 8. Reference test reports: 14ETI-05-1989. MI-06.2104, HETI-06-2066, HFTI-06-2105, HETI.06.2067, HETI-05-1002, HETI- 06.2107, HETI-05-1987, HE77-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HET7-06-2072, HETI-06-2073, HE 14)6-2074, HETI-05-I996. HETI-05-1989, HETI-05-1993. HETI-05-1985, HETI-05-1995, HETI-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HEFI-05-2030, HET1-05-2041, HEfl-05-2048, HETT- 05-2036, HETT-05-2031, 11EI7.05-2038, HEfl-05-2065, HEII-05-2040, HETI-05-2042. 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 fan beams. Design professionals may include 3' 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 20.11 20.03 19.42 18.81 20 19.02 Iasi 17.58 1635 30 17.93 17.58 15.73 13.89 40 16.83 16.35 13.89 11.43 50 15.74 15.12 12.05 8.97 60 14.64 13.69 1021 6.52 70 13.55 12.66 8.36 426 BD 12.46 IL43 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)1 1 L/80 I L/120 I L/1A01 /24n 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24A0 24.00 23.84 20 23.65 23s5 2334 2Z84 30 22.94 22.94 2259 40 2223 2223 21.05 50 21.53 21.53 2LI0 60 20.82 20.82 2036 N177 70 2D.11 20.11 1951 BO 19.40 19.40 18.87 SEAL JOINT WITH CONTINUOUS CAULKING -� 0000 000000 �a )0000000000C a= BOTT M 'ACIN S iNT R 0 KIN• RO« < T1nN OPTIOW GUTTER DRIP CI SLOPE I 4' EL 1/4'/WIDTINTERLOCKINGINSLOPE) 1 PANEL (1/4'/FT MIN SLOPEI j �00000000a EPS COmO- RE ILB OR 2LB OO,°,O ALUMINUM BOTTOM I FACINGS °o 000 I F�-CLEAR SPAN (L) INSIDE TO INSIDE OOR ENGINEER OF RECORDTO PROVIDE THICKNESS 101(..' MAX IN FRONT 6 25'/.FOR ROOFCONNECTIONS 6ADD OFSUPPORTING WALL FOR TOTALANEL WIDTH 2 SIDES STRUCTURE DETAIL BY THIS OR ANY OTHER ENGINEER. PANEL SPAN,MA% AT SIDES) EPS ROOF PANED SPAN DESCRIPTION rt D❑ KIM 6 ASSOEIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tempe, FL 33679 TeL•(813) a57.9955 4ev7O4 Descripaon m�u ISSUED FOR PRODUCT APPROVAL A vA ISSUEDFOR3001 PRODIICTAPPROVAL m4 LSSUWFOR2p10FBC A11 PRODUCTAPPROVAL UEDFORF IA A,S E4 PROp1CT APPROVAL J Q m > J Q W d. 2(To ¢ Z as 0 o L a o o F V IL cq 0 in rn 7 ELrn _j 6, 0 U 0 , pp � ma E E m Q uJ U N LU �1z❑J j in 7 (Oi f Z m J � � ❑ y W 0 V LL tO 5. z W a LL Drawing No. - FL-1001 SHEET IOF1