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Florida Building Code Online Page 1 of 2 4'r J 'a ?� r � irk' •t�s,� .a r r. F fs va ro#a oss.��IFReul#<�nF a�il•.+Q#�`.T �:1'��,i'-M r�� ����i`��i:.a���tre1��'`.is'��t.��.'��: Lr�u'v'F,�"+i�?�� �p�c&;?loxi` neouresrx oGri�n �v rsldtls ,cblcraci;neea FI rida }t� r ERR Product Approval 't ® USER. Public User �� M1xn4in Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 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 Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.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 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 11/30/2020 Validated By James L. Buckner, P.E. @ CBUCK, Inc. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Independence,pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 k1le Cony https://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu... 12/7/2017 �l �.lorida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Date Revised 08/15/2017 Summary of Products FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"x0.032xIlb 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 FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwq.pd 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 R3 AE Elite Alum F1_7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.odf design pressures and spans. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED 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 mall. 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 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 45S, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72Beu... 12n/2017 ELITE PANEL SPAN TABLES 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 4' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS)' NET I MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)' I L/80 I L/120 I LABO I L/240 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/90 L/120 L/180 L/240 10 23.00 21.24 21.47 20.85 20 19.06 18D6 18.06 18.06 3D 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 50 12.10 12.10 12.I0 ID.91 60 11.17 11.17 1137 BAZI 70 1 10.44 10.44 10.30 5.95 80 9.85 9.85 943 3.47 1. Net allowable loads _are permitted to be multiplied by 1.67 to derive ultimate loads (PS0. 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 4' x 0.032 x 1 - LB EPS PANELS (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 0,032 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 10 L4.00 24.0D 24.00 23.42 20 23.34 23.21 21.92 2022 30 22.10 2L63 19A2 17.02 40 20.86 20.05 I712 I3.82 50 19.62 18.47 14.62 I0.62 60 18.38 16.99 1222 7.42 70 17.14 15.30 9.82 4.22 80 15.91 13.72 7.42 1.02 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.93 23.93 23.08 23.60 20 23.2D 23.20 23.03 22.46 30 22.47 22.47 22.18 21.33 40 21.75 21.75 21.33X15.681 50 21.02 21.02 20.49 60 20.29 2D.29 19.64 70 19.57 1957 18.79 80 18.84 18.84 17.94 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 roofpanels maintain a UL 1715 (int) class'B' (ext) rating and arc NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 51" 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 desig r ll determine by accepted engineering practice the allowable loads Por site specific load conditions (including load comblrla ns) using the data from the allowable loads tables and spans in this approval. 5. Deflection s s and allowable spans have been listed to meet FBC including the HVHZ. In HVH7 this product shall be used in structumot to be considered living areas" per Section 1616 artless impact resistance in accordance to the HVHZ requirement re met. 6. Safety fact%qzV.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum§tru.¢tures Par 1 and conforms to the FBC Chapter 16 and 20. 7. Testing hasftn conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8. ReferenoTts: HETI-OS-1968, HEI f 06-2104, HE71-06 2066, HETI-06 2105, HETI-06 2067, HETI-05-1002, HCTI- 06-210�W�198, HE06-269HETIETI.0HTI-06-2074, HETI-05-1996990, HTI-05-1997, HETI-05-2037, HETI.05-2029, HETI Oi-203�, HETI-OS-2030, tIETI-OS-3041, HETI-OS_z048, I1ET1- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05.2040, HEfl-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 SEAL JOINT WITH CONTINUOUS CAULKING 5Q () 0 15 (--T 0000 000000 za )0000000000f BOTTOM FACIN S 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF>' I L/80 I 1 /la0 I I /IRA I /a4n 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)' van I /tan I /IRn 1 546 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.94 20 23.65 23.65 23.34 22.84 3D 22.94 22.94 2259 22.23 22.23 21.85 50 2153 21.53 21.10 60 20.82 20.82 P0.36 N1840 70 20.11 20.11 19.61 00 19.40 19AD 18.87 r SLOPE 4' MAX WIDTH INTERLOCKING R,r PANEL (1/4'/FT MIN SLOPE) ' �x 000000000000 i w EPS CORE ILB OR 2LB 0000000 H 000�000R000� dq O.02000 4 ALUMINUM BOTTOM 00 I FACINGS �0�0 f---CLEAR SPAN (U INSIDE TO INSIDE D00C O.H. O00 ENGINEER OF RECORD TO PROVIDE OO FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36' MAX IN FRONT 6 25X SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0 0 OF PANEL WIDTH 8 SIDES THIS DR ANY OTHER ENGINEER. PANEL SPAN. 00 02' MAX AT SIDES) EPS ROOF PANEU SPAN DESCRIPTION DO KIM 6 ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 3367E Tel: (813) 857-9955 4 aN Oescrl Don Q M ISSUED AOLR PRODUCT %aR4 ISSUED FOR 2007 PRODUCTpPPROVAL m ISSUEDFOR101OFBC 9 1 PRODUCT APPROVAL SU OFORFB Sm my ��^ Paooucr APPROVAL J Q y 0 J � W cc a za a �c LUtnU d m rn ::) E rnJ a�00 00LL pia Et m t);w w ❑ NFU of E0y zF a o 0 ��Q yJ O WCD °�o fO EL it W Q ORAwN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN OA 7119112 \G N'� N. 4MREON .E FLA. NU 4 S ` D SOCIA1W /IQ 26887.a BOX IGO STATaalpa. FL 4ORIDP ..........N4 )NAL 25-1E Drawing No. - FL-1001 SHEET IOF1 a