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Home My WebLink AboutProduct Approval; Roofing Products Introduced as a Result of New Technology- dbpr a Approval '�. � Public USER: bucUser 6�+i�.wi. puy+a }T Product Approval Menu > Product or Aralicatlpn Search > Application List Recelveo Search Criteria Refine Search. Code Version Version Application Type 2017 ALL FL# Product Manufacturer �pO^n eo PermiSt.tting 1 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 - A lications F1dE Tvoe Manufacturer Validated By Status FL7561_ Revision Elite Aluminum Corporation Category: Roofing Subcategory: Products Introduced as a Result of Nbw Technology James L. Buckner, P.E. @ CBUCK Engineering (561) 491-9927 Approved B4 History -App ee W W V VK. Approvers oy porn seen oe ravmweo one raoneo oy me ruff anWor we wirmission it necessary. The State of Florida is an AA/EEO employer. eoovdaht 2007-2013 State of Florida.:; Pnvacv Statement :: ArcessibiIIW Statement :: Refund Statement Under Florda law, email addresses are public records. if you do not went your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradlUonal mail. If you have any questions, please contact e50.4a7.1395. *Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, Iloensees 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 W 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 bes.. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_Ist.aspx 8/l/20, 11:36 AM Page 1 of 1 dPoridaa=%;OI v BCIS Home If1"1"' Product Approval pia •• USER: N1,11c User Product Aoproval Menu > Product or Application Sea¢h > Application us [> Application Detail FL # FL7561-R4 Application Type Revision Code Version 2017 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@dokimengineer'ing.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 12/30/2022 Validated By lames L. Buckner, P.E. @ CBUCK Engineering B Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Cent of Independence.pdf 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%2bRBYM6sOHgAjmo%3d 8/l/20, 11:37 AM Page 1 of 2 Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 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"x0.032x11b Panels EPS Composite Panel, 3"/4"/6"xO.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 R4 II 2017 FBC-Elite Aluminum Coro -Install Instruct odf 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 FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC odf Created by Independent Third Party: Yes provided. See installation drawing for nominal allowable design pressures and spans. E- ex The State of Florida Is an AA/EEO employer. Cowdaht 7007-2013 State of Florida.:: Privacy Statement :: Acresslhility 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 elearanic mail ro this entry. 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, effecur" 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 offic al communication with the licensee. However email addresses are public racers. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, 6S., please dirk beta. Product Approval Accepts: M Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsgJkzX72Beu CecN82vc%2bRBYM6sOHgAjmo%3d 8/1120, 11:37 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 L13A➢ (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 I LADD L/240 10 1617 sal6 to. 1610 20 13A1 13N 12a 1n33 30 W.78 la]e 'm MY 40 Ra 9@ 660 Us 50 -7 917 1J9 60 740 6.32 693 J0 63 3l 0 L6 4' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLEI LDAO (PSF) MAX. ALLOWABLE SPAN (FD L/80 I L/120 I L/180 I L/240 10 I9m 1 1900 1 1717 1 1653 m Z nm tans u% an 1250 IESa lib I170 40 9J In9) 1n9] 880 30 A92 A92 9M 622 ne RO 9J] )53 I364 0 8s2 &52 190 ) a0 BA2 8-02 361 6' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSnI MAX, ALLOWABLE SPAN (FT) L/80 LA20 I VI80 I L/240 to e3m mz4 ma xnm an =6 1806 1806 18ns 30 IS13 15n 1113 40 M34 1334 1334 11A1 an lean Imo Imo toot in a17 111) lLl) B13 70 M44 IOA4 ih30 S% an Rao 9ID 843 34) 3' x 0.032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 V120 L/180 L/240 N t)50 1750 16.sa n% I6b4 n96 11as IPJ6 30 nA Ras IM 636 40 L369 1216 436 436 50 12e2 1021 551 n]6 60 U75 .6 ¢b6 m 92 "a m ]m 56 4' x 0.032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVpBLE1 LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to =a cam eau M24 m 19b1 1.4 17A9 M74 30 .17 17AI 1. .4 40 16.72 n 4 1224 874 50 n.n 1.99 962 SA 60 13 4 1224 ]a0 1.76 ]0 12An IOA9 3n BO fa95 814 L75 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVABLFT LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 V120 L/180 L/240 10 ¢4N1 24m 2.¢3.4¢ m nm e. elan 21a 30 22m 2163 1912 1].02 40 a96 20m 1]L2 nm 50 19b2 184J 1462 1662 At two 16m 1222 ]A2 ]0 IJ14 11i0 9n2 422 90 M91 13.J2 )A2 me 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVAILEI LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 3p 1. ..as Intl I].66 m 1811 I7b6 1636 tans 30 into 1606 1"1 a. 40 Us 19a6 W6 986 an M. 13.]6 .51 2 60 lib) 12Afi ft3] 467 ]p n5] 1116 6b2 ap) Bp 1n26 986 1 467 4' x 0.024 x 2 - LB EPSL (ALLOWABLE CLEAR SP N ART NET ALLOWABLE LOAD (PSF) MAX, ALLO S F L/80 L/1 L L 40. 10 0.9J 20 M77 ] 30 .7 Isar 405n 1) 6 n ]0 1 .11 0 3 Uso 6' x 0.024 2 - LB EPS PANELS (ALL13WABLFJCLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. A SPAN (FT) V80 L 20 F VI80 I L/240 1. 21c) 23.93 23m 33L1 m z3zo e3m z3 30 ] 4p ma 50 2L02 2429 2 111.1k4ln" ]n "I eo 804 a GENERALNOTES 1. Composite panels shall be constructed using type 3003-H154 aluminum facings, l or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by She panel products only in accordance with approved fabrication methods 2. Elite roofpmcls maintain a UL 17 15 (int) class 'B' (ext) rating and are NER-501 approved. 3. This speifica6oa has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Code 60 Edition (FIIC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building cede amendments shall be adhered to as, required. 4. The designer shall dcurane by accepted engineering practice the allowable loads for site specific load conditions(including load combination) using the data from the allowable loads tables and sports in this approval. S. Collection limits and allowable spans have been listed to meet FBC including the HVHZ In HVHZ, this product shall be used in sometimes 'nor to be considered living meal" per Section 1616 unless impact resistnncein uccaid.. to the HVIIZ requirements are mcL 6. Safety favor of2.0 has been used W develop allowable leads and spans from testing in occardance to the Guidelines for Aluminum Structures Pan 1 and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance m ASTM E72-05: Strength Test or Panels for Building Construction. 8. Reference teslrepons:HETI-05-1988. HEf1-06-2104,HETI-06.2066,HETIA6-2105. HEfl-06-2067. HEfIA5-1002,HET1- 06.2107, HETI-05-1987, IIETI-062069. HETI-06.2070, IIETIA62071, IIETI-05-1994, HETI-05-1991, HETI-06-2072, HETI-06.2073, HETI.0&2074, HETI-05-1996, IIETI-05-1989. HETW)5-1993. HETI-05-1985. HETI-05-1995, HETI-05- 1990, HETI-W-1997. HETI-05-2037. HEfl-05-2029. HETI-05-2039. HEr"5.2030, HETI.05-2041. HEH-05.2048, HETI. 05-2036, HETI-05-2031. HE17-05-2038, HETI-05-2065, IIETI-05-2N0, HETI-05-2042. 9. Linens imerpola0un 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 profcssiomis may include the nonsuch ofthe fan beam to exceed shown figures as of site-s�ifie anamourin&noen�h ofthe fan beam to exceed shown figures as�n of sites�ifie enamourin& or - �00001 4%- ) 0 000 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/180 L/240 10 2011 m0] 19A2j11. m 19L2 n81 17M1633 30 1).93 1w5 n]313@3{0 1639 ll89197 652 ]0 1]+9 IZ66 s 12A6 W] 652 4'x0 0 2-LB PA LS (ALLO BLIO1 CLEAR CH S) VABL( 1.8(MAC(. L D •AL9AWBBLE SP (P / L 1-7180 1 L 0 17 ear E P3L 30 a5) a.9) 2L90 2L0) 4s EW e151 W9 ]0 ®.49 2n43 Man In BE t6m I 9 yi. Cup Sn6 1PS9 ] N39 u. 6' x 0.030 x 2 - LB EPS PANEL (ALLOWABLE CLEAR VAN CHARTS NET ALLOWABLE( LOA➢ (PSF) TAX. ALLD LE SPAN (FT) L 80 L/ 0 L/ 0 L/240 10 e m I m I ¢ae4 eo u z2e4 2239 „R 10 PL¢3 a23 0n] ¢aW 30 eW 2Mp IRm cam ® 2 ¢036 naJ 19b1 11. m WM 1R40 I i1 I AO IBa] m to V �E OF 1000 -1 .�A or YSea O P WT /t It Q a nm 4- MAX Y •Irrl\WID(ac P O4m Math •' Es nine:1lB m an oe"one-Ur4 A DO KIM ASSOMATEB, LLC CONSULTING STRUCTURAL ENGINEERS M OOK1Cgp Tn R3tlA TR (013)bT$h6 Drawing N'o. - F41801