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HomeMy WebLinkAboutProduct Approval; RoofingBCIS Home I Log In I User Registration Florida rcc�bji Product Approval USER: Public User throe Product Approval Menu > Product or Al2pUcation Search > Application List Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search !Search Criteria Refine Search Code Version 2020 FL# 7561 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications lypg Manufacturer ValidatedAy Status IF -75G1 Revision Elite Aluminum Corporation Category: Roofing Subcategory: Products Introduced as a Result of New Technology James L. Buckner, P.E. @ CBUCK Engineering (561) 491-9927 Approved R5 History -Approvea ay DbPK. Approvals Dy unNK snail De rewewea ano raonea Dy cne vu,- anaior une commission a necessary. The State of Florida is an AA/EEO employer. Coovriaht 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_Ist.aspx 5124/21, 8:26 PM Page 1 of 1 BCIS Home I Log In I User Registration I Hot Topics I suoma surcharge I btars a races Florida Approval NProduct C�r-a�USER: Public User G��'�YKjL'U Product Approval Menu > Product or Application Search > Application List > Application Detail OFFICE 0 FL # FL7561-R5 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 f25A1 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 3 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 12/31/2023 Validated By James L. Buckner, P.E. @ CBUCK Engineering B Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R5 COI certificate of independence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc°/`2bRB4bKA13Rr85k°/`3d 5/24/21, 8:27 PM Page 1 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 2 Option B 08/06/2020 08/07/2020 08/19/2020 10/13/2020 Summary of Products FL # Model, Number or Name Description 7561.1 . Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb Panels 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 7FL 561 R55 112020 FBC-Elite Aluminum Corp Install Dwg_pdf Verified By: Do Kim, P.E. PE 49497 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/-80 Evaluation Reports Other: In HVHZ, not to be used in structures considered LF 7561 95 p-FL 7561 Evaluation Report-2020 FBC.pdf Created by Independent Third Party: Yes living areas per FBC Section 1616 unless impact protection is provided. See installation drawing for nominal allowable design pressures and spans. jFB.cq0gq 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 dick here . Product Approval Accepts: ®® © eGlx'ck Credit Safe securitymETRICs' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 5/24/21, 8:27 PM Page 2 of 2 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 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 1617 15.76 15.03 14A 20 13.44 13,44 1222 10.35 30 10.78 10.78 9AI 6.613 40 SEE 9.22 6.60 ass 50 B.17 817 3.79 60 7.40 6.39 0,98 70 6,81 451 80 &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/160 L/240 10 19.00 19.00 17.17 16,53 20 15,01 15.01 15.01 1395 30 1250 12.50 12.50 IL39 40 11,97 1197 10,97 8.80 50 9.92 9.9E 9,44 622 60 9P13 913 7.51 3.64 70 &52 8.5E 5-98 1D7 BO ME 842 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 2100 2124 2L47 2a85 20 18,06 t8A6 la06 1&06 30 1513 1513 1513 1513 40 1334 1334 1334 13.34 SO 1210 IP-10 12.10 10.91 60 U47 1117 1117 8.43 70 10.44 10.44 1a30 5.95 80 985 9.85 8.43 3A7 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 I L/120 L/180 L/240 10 17.50 1750 16.91 TS96 20 16.64 15.96 HAG 12.16 30 15.17 14116 IL21 I36 40 13.69 1216 836 456 50 12.22 1026 551 0.76 60 10.75 836 EL6 70 9.27 6.46 BO 7,80 4.56 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 20.50 2050 2011 19,24 20 19.61 1924 17.49 15.74 30 18.17 17.49 1427 1224 40 16.72 15.74 1224 IL74 50 15.28 13.99 9.62 525 60 13.04 1224 7.00 1.75 70 12.40 10.49 438 80 10.95 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 T L/180 L/240 10 24a0 24.00 24.00 23A2 20 23.34 23M ELSE 20.22 30 2210 21,63 19.42 17.02 40 E0.86 2045 17.0E 13.82 50 19.62 18.47 14.62 IM62 60 18.38 16B9 1222 7.42 70 1714 1520 922 422 80 15.91 13.72 7A2 L02 3' 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 L/240 4' 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 L/240 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-1-1154 aluminum facings, 1 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 7" 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 load 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 living areas" per Section 1616 unless impact resistance in accordance to the HVHZ 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 l and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E72: 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-06-2071, HETI-05-1994, 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-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 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 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)t MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2011 20.03 19A2 1&el 20 19.92 1881 17.98 16.35 30 17,93 1758 15.73 1aB9 16.83 16.35 1399 IL43 15.74 151E I2A58.97 [EJ1 14,64 13.89 1021 652 70 13.55 IL66 6.36 4.06 80 IF-46 IL43 6.52 1160 4' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 L/120 L/160 L/240 6' 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/I80 L/240 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX I= Temp% FL 33878 Tet(813) B57.9866 m C t7 o r- 0 cl)) 8.2UL Er m 2 .' W 7 C C O7 J 8 v LU o W O• Oq Woo, aoo, z 0 pia U W it 7 ZF Q = N O EL at W O J LL SEAL JOINT WITH CONTINUOUS CAULKING -Hi 0000 O O O O O O F YKc DRAWN BY: DDYK )000000000 SCALE: All BHO DATE: >J1L111fi9 �............... �Aa FACINGSBOTTUM INTERLOCKING CROSS SECTION DPTIMAL GUTTER DR DRIP CAP O:" \GENg•-'�! SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) v Nu 4e0.97 1 \�(' ^ 00000000000 DDYEDNK&I,PE 00000000000 Qi°,t EPS CORE ILB GR 2LB O�O�OpO 10 _'• FIA REG. t4ISB(pr49697 : k o ALUMINUM BOTTOM s FACINGS 0� O O AO AS90CUlTFS, LLF I F�-CLEAR SPAN (U INSIDE TO INSIDE 00 G.H. �s'isnp ... S�O 00 ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS & ADD THICKNESS OF 00 36' MAX IN FRONT 6 25% 00 R SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL PANEL SPAN, OF PANEL WIDTH E SIDES p 0 I ib (12' MAX AT SIDES) nhabeendVW 5iv-d-dedbyi ,r.0, THIS OR ANY OTHER ENGINEER. 00 ,,,0,ezre down ad;aem io dre s�.vdmeamE:e :nrae�o�m�daamsrnad and yxed .rda, �d m. ..-. .. ... .. Drawing No. - FL-1001 �_ DoY ��•m^a EPS ROOF PANEU SPAN DESCRIPTION wm uue�m SHEET t OF T