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Home My WebLink AboutPRODUCT APPROVALa iv!tiva 1.)u11UI11g I.UUC VI111I1t: Page 1 of 2 I y s �J GAN N ED j it BY I'I ;_ ' ii •`. { Y, T� Lucie County .-,.,jig St BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search b c3 - O(FlIA111 Product Approval :;t Y .USER: Public User IWI PrQCi�ES Aplroval. l•1 u > Pr ir,I,9_r _A2QL1uS!Pji_!i _ch > Antllicokpui LiYI > Application Detail FL It _- FL-7S61-114. Application Type Revision Code Version ' 2017 ) 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 Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 ' (954) 949-3200 i dk@dokimengineering.net -Do Kim dk@dokimengineering.net Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elitealuminum.com REMMD FER-2 3 2010 Permitting Department St. Lucie County Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - I lardcopy Received Do Kim, P.E. PE-49497 QAI Laboratories 12/30/2022 CBUCK Engineering Validation Checklist - Flardcopy Received E-11515 FP4 COI r':e_r of Intlependenc��Zlf 1709.2 File Copy https://www.floridabuiIding.of•g/pr/pr_app_dtl.aspx?pai-am=wGE VXQwtDgsgJkzX72BeuC... 1 /4/2018 Product Approval Method Method 2 Option B Yage 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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, 374"/6"0.024"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 ED-C-Elite Aluminum -Install Approved for use outside HVHZ: Yes -Corp In5truct.odf Impact Resistant: No Design Pressure: t80/-80 Verified By: Do Kim, P.E. PE 49497 Other: In HVHZ, not to be used in structures considered Created by Independent Third Party: Yes Evaluation Reports living areas per FBC Section 1616 unless Impact protection FI-7561 R4 AF A 7561 Evaluation Report-2017 FBC.ridf Is provided. See Installation drawing for nominal allowable Created by Independent Third Party: Yes design pressures and spans, flack Next Contact Us :: 2601 Blair Stone go,d, Tallahassee phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007- 01 State of Florida-:: Privacy Stat m nt :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a-mali 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 berg_. Product Approval Accepts: Mir AW ® Credit • Safe IL SecurltymETIiICS' File COP'YM_ https://www.floridabuilding.org/prlpi_app_dtl. aspx?param=W GEVXQwtDgsgJkzX72BeuC... 1 /4/2018 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x I - 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 17S0 1750 16.91 15.96 20 1, 4 IS96 14.06 12.16 30 15.17 14.06 1L21 B.36 40 13.69 12.16 836 456 50 1222 1026 S51 0.76 60 10.75 836 2.66 70 9.27 6.a6 _ 80 7.80 456 - ELF�ANEL SPAN BLES: 3' x 0.024 x 1 - LB EPS PAN (ALLOWABLE CLEAR SPAN CHARTS) nTn r I MAX. ALLOWABLE SPAN (FT) 4' 4 x I - PANELS (ALLOWABLE CLEAR SPAN CHARTS) NE-_ ALLUVA-BLE 'SPAN (FT) 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/180 I L/240 10 1933 18.95 1 1831 1 17.66 20 1&11 17b6 1 1636 1 IS06 30 16.80 Ifi36 14A 12.46 40 15.49 ISDb 12.46 9.86 50 14A8 13.76 IOSl 726 60 12.87 12.46 &57 4.67 70 IL57 11.16 6.62 _7 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 I L/180 I L/240 10 1 21.97 1 21.97 1 2152 1 2a97 20 1 2a77 1 20.77 1 1926 1 18.76 30 19.57 1957 18.21 16.55 4C 18.36 1836 1655 14.34 50 17.16 17.16 14.89 1Z13 60 1596 15.96 1324 9.93 70 14.75 14.75 I158 7.72 80 1355 1355 9. 33 551 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240 10 23.93 1 23.93 1 23.88 1 2360 20 2320 1 23.20 1 2103 22.46 30 ep-47 22.47 22.18 21.33 40 21.75 21.75 2133 2020 50 21A2 21.02 20.49 19D7 60 eu29 2029 19.64 17.94 701 1957 1957 18.79 16.81 80 18.e4 18b4 17.94 15.68 GENERAL NOTES I. Composite panels shall be constructed using type 3003-H 154 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 accords c with approved fabrication methods. ?. Elite maintain a UL I715 (int) class (e%t) rating and are NER-501 approved. 3. This spy it •Ca has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code G'" Edition , composite panels comply with Chapter 7 Section 720. Chapter 8 Section 803, Class A interior finish, and Chapter'6 lon 2603. All local building code amendments shall be adhered to as required. 4. The designers all determine by accepted engineering practice the allowable loads for site specific load conditions (including load combi s) using the data from the allowable loads tables and spans in this approval. 5. fhfiection lilaitsdand allowable spans have been listed to meet FBC including the HV1IZ. In HVHZ this product shall be used in structuresCDt to be considered living areas* per Section 1616 unless impact resistance in accordance to the I1VI IZ reQuireme met. 6. Safety faC[1 .0 has been used to develop allowable loads and spans from testing in accordance [0 the Guidelines for m - [o Aluminures Part I 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. S. Reference test reports: HE i-OS-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107, fiE1'1-05-1987, HEI'1-06-2069. I1L' n-O6-2070, IiEfI-06-2071, HETI-OS-1994. HETI-05_1991, I IL•TI-06-2072, IIETI-06-2073. IIETI-06-2074- HETI-05-1996. IIETI-05-1989. HETI-05-1993, I-IETI-05-1985.1FET1-05-1995, 1IETl-05- 1990, HETI-05.1997- HFTI-05-2037- HE.-I'1-05-2029, HETI-05-2039, HETI-05-2030, lil: rl-05-2041, NETT-05-2048, HF--r1- 05-2036, HETI-05-2031. HETI.05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan bums 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 MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 L/240 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 L/240 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/I80 L/240 10 24.00 24.00 24.00 2384 20 2365 23.65 23.34 22.84 30 22.94 22.94 22,59 21A5 40 2223 2223 21S5 20.85 50 2153 2153 21.10 19.86 60 20.82 20.82 20.36 ISS 70 20.11 20.11 19.61 17.87 80 19.40 19.10 18.97 16.8 SEAL JOINT WITH CONTINUOUS CAULKING )00 ( 1 30000000000C ao BOTTOM A N INTFR O .KIN • RO T10N OPTIONAL GUTTER OR ➢RIP CAP SLOPE I 4' MAX VIDTH INTERLOCKING 1 PANEL (1/4'/FT MIN SLOPE) °o°o°0°0°0°0 - 0 0 0 0 o EPS CORE ILB OR ELH 0000000 000�00000000 000 000 o ALUMINUM BOTTOM •/ 00 c s I FACINGS 00 I- CLEAR SPAN CU INSIDE TO INSI➢E ,000 O.H. 00 0 ENGINEER OF RECORD TO PROVIDE A➢D THICKNESS OF 00 36' MAX IN FRONT L 25% FOR ROOF CONNECTIONS 6 °0 DF PANEL FRO 8 SIDES SUPPORTING STRUCTURE DETAIL BY VALL FOR TOTAL 0 THIS OR ANY OTHER ENGINEER. PANEL SPAN, 00 Cl2' MAX AT SIDES EPS ROOF PANEU SPAN DESCRIPTION 00 KIM & ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa. FL 33679 Tee(813)857-9956 J 6 J a W cc<za F- ED mo �y0 n � V) o z o O)J (L -O U oY 0Da t 0 U Q w :a a 111 :� 0 F U O � 3:� U to <J 00 6�to w0U U. to OL W O J U. O0 GEFJSFJ��% DO'YWKICIM,P.E-'- * FIA REG. NUMBER49W7* 00ION d ASSOCIATES. LQ CA 2,6887 4U . '. P0�oz5aoas 2 .: Drawing No. - FL-1001 SHEET 1 OF 1