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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFINGFlorida Building Code Online' I Page 1 of 2 I . PAqtWW OP fit ona county BCIs Home Login I User Registration I Hot Topics Submlt Surcharge I Stats & Facts I Publications I FBC Staff BCIS Site Map Links •Search .� Florida r; Product Approval yy p; USER: Public User il"Or b�Y..uy�rR�i Product Approval Menu > Product or Application Search > Applicatlon List > Application Detail I FL # FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived p 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 Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elitealuminum.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 ❑ Evaluation Report - Hardcopy Received i 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 12/30/2022 Validated By CBUCK Engineering © Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Inde eennd_ence Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 File P.--, https://www.floridabuilding. org/pr/pr_4pp_dtl. aspx?param=wGEVXQwtDgsgJkzX72Beu... 3/ 16/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 08/15/2017 08/16/2017 08/20/2017 10/10/2017 FL # Model,. Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel, Panels 3"/4"/6"x0.032x11b 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 R4 II 2017 FBC-Elite Aluminum Corp -Install Instruct.pdf 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 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf Created by Independent Third Party: Yes is provided. See installation drawing for nominal allowable design pressures and spans. Baac Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement,:: Accessibility Statement :: Refund Statement I 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 emalis 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 hers. ' Product Approval Accepts: M® ECfck �w Credit Card Safe https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72B eu... 3/ 16/2018 ELITE PANEL SPAN TABLES: 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I 1 L/80 I L/120 I L/180 I L/240 4' x 0,024 x 1 - LB EPS PANELS'i (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I L/80 I L/120 I L/180 L/240 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 20.85 20 18.06 18.06 18.06 18.06 30 13.13 15.13 15.13 15.13 40 13.34 13.34 13.34 1334 50 1210 12.10 1230 10.91 60 11.17 11.17 11.17 8.43 70 10.44 10.44 I03D 5.95 80 9.95 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)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1750 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 IZ16 936 4.56 50 IP22 1026 5.51 0.76 60 10.75 B36 2.66 - 70 9.27 .6.46 - 80 7.86 4-96 - 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/I80 L/240 10 20,50 20.50 20.11 19.24 20 19.61 19.24 17.49 15.74 30 18.17 17.49 14.87 1224 40 16.72 15.74 12.24 0.74 50 1528 039 9.62 3.25 60 1324 12.24 7.00 1.75 70 1 12.40 10.49 4.38 - 80 1 10.95 8.74 1.75 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET -- - ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE -SPAN (FT -)-- L/80L/120 L/180 L/240 10 24.00 1 24.00 24.00 23.42 20 23.34 23.21 2LB2 20.22 30 22.10 21.63 19.42 40 20.86 20.05 1712 50 19.62 18.47 14.62 60 1838 16.89 1222 N42 70 17.14 15.30 9.82 80 15.91 13.72 7.42 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 1933 18.95 18.31 17.66 20 1811 17.66 16.36 15.06 30 162D 1636 14.41 12.46 40 15.49 15.06 .12.46 9.86 50 1418 13.76 1051 7.26 60 12.87 12.46 8.57 4.67 70 11.57 11.16 6.62 247 80 10.26 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 10 21.97 21.97 2152 20.97 20 20.77 20.77 19.86 18.76 30 1957 1957 18.21 1655 IB36 18.36 I6.55 14.34 17.16 17.16 14.89 12.13 a5D4l 15.96 15.96 1324 9.93 14.75 14.75 1159 7.72 1355 1355 9.93 SSI 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 23.88 2a60 .20 2320 23.20 23D3 22.46 30 22.47 22.47 22.18 40 21.75 21.73 2133 50 2L02 21.02 20.49 60 20.29 2029 19148 N.E74 70 19.57 1957 18.79 80 18.84 18.84 17.94 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-HI54 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'B' (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 6i6 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 HVHZ. In HVIIZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVIIZ requirements are met. 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 7. Testinghas been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06 2067, HETI-05-1002, HETI- 06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06r2071, HETI-054994, HETI-05-1991, HETI-06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-0$- I990. HETI-OS-1997, HETI-05-2037, HETI-05-2029, HET[-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HF.TI- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HET[-05-2040, HETI-05-2042. 9. Linearinterpolation 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)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.11 2043 19.42 18.81 20 19.02 18.81 1758 16.35 30 17.93 17.58 15.73 13.89 16.83 16.35 I3.89 15.74 15.12 12.05 8.97 Msoi 14.64 13.89 1021 6.52 la55 12.66 8.36 4.06 12.46 11.43 6.52 1.60 4' 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 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22.57 2257 21.90 21.01 40 21.51 21.51 20.39 . 18.91 50 20.45 20.45 18.88 16.80 60 19.39 19.39 1737 14.70 70 18.33 18.33 15.86 12-99 80 17.26 17.26 1435 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 24.00 24.00 24.00 23.84 20 23.65 23.65 2334 22.84 30 22.94 22.94 2259 21.85 40 22.23 2223 21.85 20.85 50 21.53 21.53 21.10 19.86 60 20.82 20.82 2036 18.87 70 20.11 20.11 19.61 17.87 80 19.40 19AD 18.87 16.88 SEAL JOINT WITH CONTINUOUS CAULKING 0000 00000.0 ii )0000000000C o`wo HUI IUMACiI S INTERLOCKING CROSS SECTION OPTIONAL GUTTER OR DRIP CAP it SLOPE 4' MAX WIDTH INTERLOCKING F PANEL (1/4'/FT MIN SLOPE) FDO0000000000 is EPS CORE ILB OR 2LB 0000000 000�00000000 ac 0000000 ^ 0 0 0 ALUMINUM BOTTOM a000 I FACINGS 0000 4�-CLEAR SPAN (U INSIDE TO INSIDE �00� -O.H. 000 ENGINEER OF RECORD TO PROVIDE 00 36' MAX IN FRONT 6 25% FOR ROOF CONNECTIONS 6 ADD THICKNESS DF 00 OF PANEL WIDTH 8 SIDES SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0 O THIS OR ANY OTHER ENGINEER. PANEL SPAN, 00 (12- MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 TeL(813)857.9955 J Q (� > J 0 W ( m ¢ a Zp0,, C� M 11 `LQ o WF 00 a O U EL CO n a m _ EL 0 `0 OIL U-O-s---- C) �.D- Et (u UQW c i E W�U FT () O�� .EE U ? F o �Q J 0 aJ(/) W C3U LL (0 a Cr W 0 J W DO'Alif1 TOM, FLA. REG,NUMBE ow �gAsso"ew Drawing No. - FL- SHEET IOF1