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Home My WebLink AboutProduct Approval; RoofingFlodda Yy r �a'ai tlfi"�v L:u BCIS Home I Log In I User RECEIVED Product Approval USER: Public User MAR 15 2021 Product Approval Menu > Product or Application Search > Application List Permitting Department St. Lucie County Search Criteria 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 - Ailiplicatioris EL# zy.R& Manufacturer Validated BX Status FL7561- Revision Elite Aluminum Corporation James L. Buckner, P.E. @ CBUCK Approved K Category: Roofing Engineering History Subcategory: Products Introduced as a Result of New f,561) 491-9927 Technology -Approved Dy U5PK. Approvals Dy UtleK snail De reviewea ana raanea Dy me FuI. ano/or me t.ommission it necessary. 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 hem. Product Approval Accepts: PM F=7 rim Credit Card Safe https://www.floridabuilding.org/pr/pr_app_Ist.aspx 3/4/21, 10:01 AM Page 1 of 1 BCIS Home I Log In I User Registration I Hat Topics I submit Surcharge I slats & Facts Florida Product Approval �[�11• QI USER: Public User 'AO—r4' r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561-R5 Application Type Revision Code Version 2020 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 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 3 MAR 15 2020 ST. Lucie County., Permitting Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Do Kim dk@dokimengineer'ing.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Roofing Products Introduced as a Result of New Technology Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 3 Evaluation Report - Hardcopy Received Do Kim, P.E. PE-49497 QAI Laboratories 12/31/2023 James L. Buckner, P.E. @ CBUCK Engineering 2 Validation Checklist - Hardcopy Received 1709.2 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCacN82vc%2bRB4bKA13Rr85k%3d 3/4/21, 10:01 AM Page 1 of 2 Product Approval Method . Method 2 Option B Date Submitted 08/06/2020 Date Validated 08/07/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 SummarV of Products " FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite Panels 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL7561 R5 11 2020 FBC-Elite Aluminum Corp Install Dwg_pdf Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +80/-80 Evaluation Reports Other: In HVHZ, not to be used in structures considered FL7561 R5 AE FL 7561 Evaluation Report-2020 FBC.p_df living areas per FBC Section 11616 unless impact protection is provided. See installation drawing for nominal allowable design Created by Independent Third Party: Yes pressures and spans. �Back� Ne a The State of Florida Is an AA/EEO employer. Copydght 2007-2013 State of Florida.:: Privacy Statement :: AccesslDmty Staremen[ :: Keruno �[a[emenc 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 Statute's, 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 ham. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k°/`3d 3/4/21, 10:01 AM 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 ID 1617 1576 15.03 14.10 20 13,44 1344 1222 1035 30 10.76 10.78 9A3 6.60 40 922 922 6b0 225 50 817 B17 3.79 60 7.40 6.39 0.98 70 681 451 80 L33 P 64 4' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' - MAX. ALLOWABLE SPAN (FT) -L/80 L-/120- L/180 L/240 t0 1920 19.00 17.17 IGM 20 15.01 15M 15M 1395 30 12.50 1250 12.50 1L38 40 10.97 10.97 10.97 8.80 50 9.92 932! 9.44 622 fi0 913 913 7.51 364 70 1152 852 5-98 L07 00 B02 602 3b4 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 231I0 M24 2L47 20.85 20 18.06 1806 3806 1806 30 1513 1513 1513 15.13 40 13.34 13.34 13.34 1334 50 1210 12.10 1&10 10.91 60 U17 1147 1L17 BA3 70 10.444 M44 IM30 595 80 9.95 925 B43 3A7 3' x 0.032 x 1 - 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 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD-(PSF)1 I L/80-L-/120--L/180 -L/240- 6' x 0.032 x 1 - 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 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 L/120 L/180 L/240 4' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS)i NET I MAX. ALLOWABLE SPAN (FT) 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 Ulm T L/240 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX, ALLOWABLE SPAN (FT) 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX, ALLOWABLE SPAN (FT) 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) GENERAL NOTES I. Composite panels shall be constructed using type 3003-H154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPS SEAL JOINT WITH ctstTINUMS CAULKING adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in -C 2. accordance with approved fabrication methods. Elite UL 1715 'B' are NER-501 approved. 0000 000000 C 3. roof panels maintain a (int) class (ext) rating and This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code ) O O O O O O O O O O 711 Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and �DT'TDiTFACYBG� Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. IRTER ncKtR • (ROCS sEcnDN OPTIMAL oR 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including DRIP CAP load combinations) usingthe data from the allowable load tables and spans in this approval. P PP Ur SLOPE 4' MAX WIDTH INTERLOCKING PANEL o/4'/FT MIN SLOPE? 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used cry "0 o 0 0 00 d1 0 0 in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ rc o 0 0 0 0 o o oo000000000 Ent EPS CORE ILB OR 2L8 00000 0200000 requirements are met. n o 0 0 0 o a s 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for o ALUMINUM ]OTTUM °0 °o Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. I FACINGS 7. Testing has been conducted in accordance to ASTM E72: Strength Test of Panels for Building Construction. F�-CLEAR SPAN (U INSIDE TO INSIDE 00 UK 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- oo o° 06-2107, HETI-03-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072, ENGINEER OF RECORD TO PROVIDE Ann TH1FOREss of 00 36' MAX IN FRONT 6 25% HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-OS- FOR ROOF CQ NECTtDNs a SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00 °O to PANEL WIDTH E SIDES 1990, HETI-05-1997, HETI-05-2037, HET►-05-2029, HETI-05-2039, HETI-05-2030, HETT-05-2041, HETI-05-2048, HETI- THIS I R ANY OTHER ENGINEER] PANEL SPAN 00 02' MAX AT SIWM 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. O DO 9. Linear interpolation shall be allowed for figures within the tables shown. (D0 -04 .f} �r 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include �. 9 to C' EPS ROOF PANEU SPAN DESCRIPTION Kim), the strength of the fan beam to exceed shown figures as part of site•syecific enpineerinp. CD c d'r1r t j G 7� DO KIM & ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO am 10039 T-4.%FL 33M T& (813) W7-2955 W O Q' pCLL Fe , IIIU3 Q t: U Z O pia U ;j W I" zF Q=� a � W O J LL DO rEOPo KIM,PE RA REG. � 49497 j 1 Do q TEB• LLG. F T rrrm�r�` hat-di®taAysbfeda,dsededby Y.K11 eaze atiasmrome scd.vdm<d mq� tws mtae.,atmesdnee sP�eiam �akd nd me Drawing No. - FL-1001 SHEET 1 OF 1