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Home My WebLink AboutPRODUCT APPROVALBps Home i IN In i User Registration i Hot To �pppltt ggrS2,UeE Stets RFacts i Niliwdons Conta¢Us Bps site Map unla i search \L rhW V CLJ bpr n®USER: NtA �Y *Product Approval USER: public User St. Lucie County prptiuc[ Approval Menu > Application Detail RECEIVED FL # FL7561-114 I MAR 2 0 2019 Application Type Revision Code Version 2017 sr. Lucie County, Permitting Application Status . . Approved Comments Archived ❑ Product Manufacturer Elite Aluminum Corporation - Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@doMmengineerfng.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 bpeamck@elltealuminum.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 12/30/2022 Validated By James L. Buckner, P.E. @ CBUCK Engineering 0 Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Independence odF Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 El Product Approval Method ir. Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 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"xllb EPS Composite Panel, Panels 3"/4"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x21b. EPS Composite Panel, 3"/4"/6"xO.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use In HVHZ: Yes EL7561 R4 II 2017 FBC-Elite Aluminum Coro -Install Instructed 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 Is provided. See installation drawing for nominal allowable FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC odf Created by Independent Third Party: Yes design pressures and spans. contact Us :: 2601 Blair Stone Road Tallahassee R 32399 phone: 850-487-1824 The State of Florida Is an A vEEO employer Csovdaht 2007-2013 State of nodda.:: privacy statement :: Acrognellty Statement :: Refund Statement Under Honda law, email addresses are public records. N you do not want your a -mall address released In response to a publh,mcords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional map. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), nodda statutes, eFetthe October 1, 2012, licensees licensed under Chapter 455, F.S. mart provide the Department with an email address B they have one. The smalls 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 pubilc To determine if you are a licensee under Chapter 455, F.S., Olease click here product Approval Accepted M 00011 ® EE M securitymErnics IT ELITE PANEL SPAN TABLES: 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 I L/240 10 I61] PITS 1.3 NIS M 1341 13.N .222 ID]3 30 1c.]0 16]0 9.41 6.fi0 40 922 922 660 415 50 flO B.V 3J9 0 ]AO 639 a96 ]0 6m 451 Do 633 2.64 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD CAST)- MAX. ALLOWABLE SPAN (FT) L/80 L/120 I L/I80 I L/240 10 OaO 19a0 n.17 Ifi53 20 I5➢l ISsu I., 1393 30 1250 1250 1250 10. Op less] less] 1a97 R.80 50 9.9E 9.92 944 62D 60 %0 9.13 7.31 364 70 8.5E a.52 SSa LO] BO are 8➢2 aS. - 6' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 I L/I80 1 L/240 IO 23a0 S.A 20 IB.D6 6 1806se I513 IS1S40 its' 4 11,34Se 12.10 W8.43 Ia91ILI] &4370 1644 0 allBe 905 3.4] 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 ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 IS 17ZD IJ.Sa I&,. IS96 20 I6b4 IS96 14M 12.16 30 13.1] 19.06 11a 936 4C 1]69 1216 0]6 4.56 50 1222 ZEN S51 O.76 No 1aIs 836 246 70 927 All - 80 7.00 4.56 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/ISO L/240 10 50 Sell I". an 4 17A9 IS74 9 1224 40 71 12N &74 W MiBvY 99 962 323 60 7a0 1.75 ]0 9 490aD 1D5 - 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 L/180 L/240 ID am 24m P4.00 234E 20 2334 tsta Pea .22 30 22.15 2L. 194E 17.0E l0 20 d- Rm 138E 55 196E 10A7 I.A2 IOb2 65 IB.]8 16.99 122E 742 75 MIT IS30 Yea 422 00 ISII 1172 7A2 IA2 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN TT) _L/80 L/120 L/180 L/240 10 19.33 1fl93 1831 1)E6 20 IB.11 1].66 I6 ]6 ISA6 30 1680 I6.]6 40 1549 IS06 I CA1 986 9" 50 N.IB 13]6 BPI ]266 60 128] 1A6 2 95-7 BS] 4.] 70 115] 6.6E 2A] 00 1026 9.86 Sea 4.6) - 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PST)' MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 I L/240 10 2L97 2L9] 215E Devi 20.7] 20.]] 1986 1476 30 1937 193] nitu IB21 I.- 40 10.36 IB ]6 1653 14. 50 1a. Iles 3 1233 60 IS96 IS96 ISBN Uses 70 P.75 14.75 1150 ).]a 80 13.35 13.35 193 Gen 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (PT) V80 L/120 I L/180 L/240 10 239s z39a 2380 z360 20 2320 2320 23A3 2246 30 22.47 22.0 1 22.10 Sias 40 21.Is 21.73 1 2133 DODO 50 21.0E EWC 1 20,49 Pan 60 2029 202 1944 17.94 70 1957 Pea; IB79 HIS 80 1et14 Ia04 17.14 IS68 GENERAL NOTES I. Composite panels shall be constructed wing type 3003-HI54 al umfnumfacfngs, l or 2 PCF ASTM C-578 eorpemer 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 nethada. 2. Elite mirfpanels mainmin A UL 1715 (im) dasi'B' (ea) rating and. NER-501 approved. 3. This specifiestio , has been designed and shall be fabricated in ecrordantt with the requirements oflhe Florida Building Code 09 Edition (FEE), 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 s required. 4. The designer shall determine by accepmd engineering practice the allowable loads for site specific load conditions(including load combirurions) wing the dam from die allowable loads tables ad space in this approad. 5. Deflection limit and allowable spans have been lined to meet FBC including the HV1I7 In HVIBZ. this product shall be used In stnletures'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 hs been used to develop allowable loads and spans from testing in accordance m the Guidelines for Aluminum So-ucmres Pan i and conforms to the FBC Chapter 16 end 20. 7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. S. Reference test MIMICS: REfi-05-1988, HETI-062104.HETI-06-2066,HETI-06.2105,HETI-06.2067, HETI-05-1002,HET1- 06-2107, HETI-05-1987, HET1-06.2069. RET1-06.2070, HETI-06-2071, HETI-05.1994, HETI-05-I99I, REf1-06.2072, HEIT-06-2073, HEII-0&2074, HETI-05-1956. HETI-05-1989, HETI-054993, HETI-05-1985. HEIT-05-1995, HEFI-0S- 1990, HETI-05-1997. HEfl-05-2037. HETI-05-2@9, HETI-05-2039. HEfl-05-2030, HETw5-2D41, HETI.05-2048, HETI- 05-2036, HETI-05-2031, HETI-05-2038, 11E7I-05-2065, HETI-05 2040, HETI-05-2042. 9. Linea Interpolation shall be allowed for figures within the Tables Shown Ire. Panels with Con beams shall be Considered equivalent to similar panels without Con beams Design professionals may include 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/I80 I L/240 Ire. 20.11 Does 194E I.I 20 190E IB.91 1J.30 .6.35 30 0.93 1I.59 iala .3.09 40 I603 Was lies IL43 50 15.34 1512 12J6 B93 60 I.A. ties ten 6Y 70 IL'9 12.66 &]6 4.Ofi 80 OITA 11.43 4' 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 I L/180 I L/240 10 24JJ .1 24.1] N.IJ 6. Je 22.17 22.37 2L90 21-0I 46 2L I 21.51 Deis 10.91 50 R49 20.49 I080 1600 60 19.39 19a9 I7aJ 14.J0 JO I8J] Iasi] IS06 12.39 fie I726 1J.26 10.33 IOA9 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)t MAX. ALLOWABLE SPAN (FT) L/BO L/120 L/180 L/240 m COD z.A. 24m z381 20 2365 2365 2334 2294 30 22.94 2B94 22.59 2L85 60 2L2] 2223 Dias Dees 50 2153 CLs3 21.U0 1986 60 209E 2e92 M31 -To In, JO 20.11 20.1. 19b1 17.6] e0 19.40 19.40 In.- I6.08 SEAL MINT WPM CONTINUOUS CALLMMG 0111 000000 )OOOOOOOOOOr e M A S 1N LF RHO ¢wry iC InN OPTIONAL `GUTTER OR DRIP CAP SLOE I p' MAX V107N INiERLOCMIEG \ Io 0oPo000E. Oo000o EPS CORE ILB OR 2LB O i„o_o_o_a W o_ ALUMINUM BOTTOM 'J FACINGS Op 000 I -CLEAN SPAN (L) INSIDE TO ENGINEER UP RECORD TO PROVIDE PER ABU CONNECTIONS L SUPPORTING STNCTURE DETAIL BY THIS OR ANY OTHER ENGINEER. INSIDE ADD ToCMNEss OF VALL FOR TOTAL PANEL SPAN on 00 oS O� o 000 00 O.M. 36' MAX m FROM L 25X OF PANEL in.- R SIDES (li' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION D❑ KIM 1 ASSOCIATES. LL CONSULTING STRUCTURAL ENGINEERS Po 00%1W]9 TLnN.R SYlO rN:lela a9T99ss 6 m > InO Bo. L°lim t�r G.z oSi o O Uo pDa no Et m UIw o_ E U o I In es �~ GHQ IS �0 0 WnAn 0 U o Ca. W O LL I Drawing No. - FL-1001 I