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Home My WebLink AboutProduct Approval Roofjr 8/17/2021 Florida Building Code Online r'� � �ii�"ti�dt1�tA.k��ls�•+Tlfd7P>'11�I ji{l t.cr4tF��fie1+�:4at rcf�J i)T'1 t n�'flei rcli. 4q 'i _�9 �` t. t1, r■y}yM, a'4"+W y[�F�1(l�,;p' �( ��,�yk ,! fiY W1"sZ il�.7 Lkl(Y.M;a��T4k WkI-..;P W 13CIS Home i Log In ; User Registration Hot Topics I Submit Surcharge i Stats & Facts Publications I Contact Us { aCIS Site Map ; Unks Search i p. bw Product Approval USER: Public User d.,I) Product Approval Menu > Product or Appllcatlon Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL7561-R5 Revision 2020 Approved Elite Aluminum Corporation RE EIVED F 5 2021 nty, Permitting 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. 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 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R5 COI certificate of indepen e ce.p b Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 8/17/2021 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/06/2020 08/07/2020 08/19/2020 10/13/2020 FL # Model, Number or Name 7561.1 Aluminum/Aluminum Composite Panels Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80/-80 Other: In HVHZ, not to be used In structures considered living areas per FBC Section 1616 unless Impact protection Is provided. See installation drawing for nominal allowable design pressures and spans. Description 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, 3"/4"/6"x0,030"x2lb EPS Composite Panel, Installation Instructions FL7561 R5 II 2020 FBC-Elite Aluminum Corp Install Dwg.pdf Verified By: Do Kim, P.E. PE 49497 Created by Independent Third Party: Yes Evaluation Reports FL7561 R5 AE FL 7561 Evaluation Report-2020 FBC.pdf Created by Independent Third Party: Yes IME 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, small 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 21312, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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: Em "o WN EL.hEd: Cre(1it Carci Safe 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 I MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD CPSF)1 L/80 I L/120 I L/180 L/240 4' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD CPSF)I L/80 I L/120 L/18�40 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/IPD I else L/24D 3' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD CPSF)1 I L/81) I L/12D I L/18D L/24D 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX, ALLOWABLE SPAN (FT> 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS), NET MAX, ALLOWABLE SPAN (FT) 3' 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/12D 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 ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2193 2193 e388 23" 20 212D 23.2D 23.D3 2E.46 30 M47 22.47 2218 2L33 40 21.75 ZL75 2133 2020 5D Elie me 2D.49 19a7 60 21129 20.29 1954 17.94 70 1957 1957 1H.79 1681 80 1824 IaB4 3794 156H GENERAL NOTES I. Composite panels shall be constructed using type 3003-H154 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' (e.Yt) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Code 71" 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 I 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. S. 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-05-2D48, HETI- 05-2036, HETI-05-2031, HETI-05-2038, HETI45-2065, 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)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/160 L/24D 10 2011 21103 19.42 IBM 20 19,02 Iasi 1758 16.35 3D 17.93 175E 15.73 1189 40 16.83 1635 1389 1L43 SD 15.74 1512 12M 8.97 60 14.64 13.89 1021 652 70 13M U166 B36 4.06 BO .6R 6S2 L60 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 I L/240 6' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) SEAL JOINT VITH CONTINUOUS CAUL w - C JS 0000 000000 1,. )0000000000 r n I INTER nr.KIN • Rncc cErTmN OPTIONAL GUTTER OR DRIP CAP 4' MAX WIDTH INTERLOCKING SLOPE4' F 0/41/FT MIN SLOPD u F0°D° z EPS CORE ILB OR 2LB 0°0°o°o as y O°O° O°O°O°0 0 t o ALUMINUM BOTTOM g 0 000 FACINGS CLEAR SPAN a-) INSIDE TO INSIDE 000 UK 0 ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS 6 AOD TFOCKNESS OF °O 36' MAX IN FRONT 6 257 00 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL PANEL SPAN OF PANEL WIDTH a SIDES 000 ❑2' MAX AT SIDES) THIS OR ANY OTHER ENGINEER, o0 DO KIN & ASSOCIATES, L CONSULTINI STRUCTURA ENSINEERE PO BOX 10039 Tampa, FL33679 Tel: [813)1174AS5 N O Y � oar"i �' OI J o` o IL 00 - EL e) C ID � N � 0 J U O O7 c m W C C C aY< LUGOI �5 IL C z 0Qu It] 0Z f Q Q U in C 0. o w < u ;` O V\GENLk 9; e (flnlue PATEa/:I w�Cfw.kL��G'; Do Y ,wry',-' Drawing ND. - FL-10 EPS ROOF PANED SPAN DESCRIPTION Kim I SHEET 1 OF