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HomeMy WebLinkAboutProduct Approval r z BC15 Home y Log In User Registration Hot Topics i Submit Surcharge Stats&Fa Publications FBC Staff y BCIS Site Map Links Search Product Approval f USER:Public User Product Approval Menu>Product or Apolication Search>Application List>Application Detail "3 = FL# FL7561-R3 `J Application Type Revision Code Version 2014 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@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 W 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 Quality Auditing-Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By CBUCK Engineering,Inc. k Validation Checklist- Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 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 Summary of Produ cts 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 Approved for use outside HVHZ: Yes Dwo.Ddf 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 FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.Ddf design pressures and spans. Created by Independent Third Party:Yes Bad Next 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 here. - Product Approval Accepts: Cfedit Cprd Safe -'. I-— /A'1\J` L S.PAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 1 -- f x 0,02Z x i LB EPS PANELS 3" x 0,032 x 1 - LB EPS PANELS 3" x 0.024 x 2 - LB EPS PANELS 3" x 0.030 x 2 - LB EPS. PANELS DO KI M CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES. LLC NET �_ MAX. ALLOSiABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET NET CONSULTING j MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) ALLOWABLE I ALLOWABLE I ALLOWABLE I ALLOWABLE STRUCTURAL I ( L(7A^ (PSI)' L/80_ L/12U L/180 L/240 LOAD (PSF) L/80 L/l20 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/I80 L/240 r----. ENGINEERS -�G_ _.I7 15.76 15.03 14.10 10 I7.50 17.50 16.91 15.96 10 19.33 18.95 1881 17.66 10 20.17 20.03 19.42 18,81 r44 13.44 12.22 10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18,81 17,58 16.35 3D 10,78 10.78 9A1 6.60 30 15,17 14.06 1121 8.36 30 16.80 16,36 14.41 N86 30 )793 17.58 15.73 17.89 i I 4 PO BOX 70039 ,40 922 922 6.60 2.85 40 13,69 12.16 8,36 4.56 40 15A9 15X6 12.46 40 I6,83 16.35 13.89 It43 Tampa.FL 33670 SO817 8,17 3.79 - 50 12.22 10.26 5.51 0.]6 50 14,18 13.76 10.51 50 1574 1512 12.05 8,97TO(813)857-9955 7A0 6.39 098 - 60 10.75 8.36 2.66 60 12.87 12.46 8.57 60 14.6,1 13.89 10.21 652]0 681 4.51 - - 70 927 6.46 - - 70 1157 11.16 662 70 13.55 12.66 836 406R.vJDale Description 80 633 2.64 - - 80 7.80 4.56 - - 80 10.26 9.B6 4.67 80 12.46 HA3 6.52 L60 0 2006 ISSUED R PRODUCT ApPRO.L 4" x 0,024 x 1 - LB EPS PANELS 4" x 0.032 x 1 - LB EPS PANELS 4" x 0.024 x 2 - LB EPS PANELS 4" x 0.030 x 2 - LB EPS PANELS ssu60 FOR zoo? (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) A, PRODUCT JAL 70 ISSUEDf C NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) ©301 PRoouc AL ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE SUED FOR rsc sn, I 1 1 I 0 7016 EFFR PRODUCT LOAD (PSF) L/80 L/120 L/180 I_/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 APROVAL 10 1900. 19.00 17.17 16.53 t0 20.50 20,50 20.11 19.24 10 21,97 21.97 2L52 20.97 10 24.17 24.17 2,IA7 2TI7 20 15.01 15.01 15.OI 13.93; 20 19.61 1924. 17.49 15.74 20 2077 20.77 1986. 18.76 20 23.64 23.64 2341 2311 30 12.50 1250 Ic.50 .11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 Is." 16.55 30 22.57 22.57 21.90 2L01 J 1 10.97 10.97 10.97 8.90- 40 16.72 15.74 12.24 8.25 40 18.36 18.36 16.55 19.34 40 21.5] 21.Si 20.39 18.91 -0 ?.`i2 a S.4b 6.22 50 15.2B 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20.,15 20.45 18.86 16.90 Q -y 9.1: .I�� "^il_ 5. 60 13.84 12.24 7.00 t.]5 60 15.96 15.96 13.24 9.93 60 19.39 1939 1737 l4.70 U) > I 7G 85^c 8.52-1 55' IC7 70 12.40 10.49 4.38 - 70 14.75 14.75 11.58 7.72 70 18.33 1B,33 15.86 12.59 W O - _ 80--8.02 }-- 72 -'b4 80 10.95 B.]4 1.75 - BO 13,55 13.55 9.93 5.51 80 17.26 1726 14.35 IOA9 Q Z Off.L _�__l_-�_� O 6" ;( 0,024 x i - LB EPS PANELS 6" x 0.032 x 1 - LB EPS PANELS 6" x 0,024 x 2 - LB EPS PANELS 6" x 0.030 x 2 - LB EPS PANELS m o w N� (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) `o-M Co 7- 0 ,C) O Z O'. P?ET 1 MAX. ALLCIWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0 O OLL d O ALLOWABLE _ ALLOWABLE ALLOWABLE ALLOWABLE U 0 Op 0- LOAD (PSF)' L/80 �EL24 20 L/180 U:240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E r c3 Q w 10 23 O 21.4] 20.85 10 24aO 2400 24.00 2T42 10 23.93 23.93 23.B8 2360 10 2,100 24.00 24.00 2384 C W O 06W11I8.06 20 23.342321 21.82 20.22 20 23.20 23.20 23.03 22.46 20 2365 2365 23.34 2284 'E F-() W30 15.13 15.1315.13 30 22.10 21.63 9.42 02 30 22A] 22.47 22.18 21.33 30 22.94 22.9'1 22.59 21.85 E N 7 0z( 13.34 133413.3440 2086 2005 I].02 13.82 40 21.75 RL75 2t.33 2020 40 2e.23 ae.23 21.85 2D.B5 Q O O50 011.117B.A3 60 18.38 16�89 12.22 17.42 60 20�29 2029 19.64 1794 60 2082 2082 20.36 I8.86 J O QI10.445.95 70 17.14 15.30 9.82 4.22 70 19.57 19.57 18.79 16.BI 70 20.11 20.11 1961 17.87 w 10 U �80 985 9.853.47 80 15.91 13.72 ].42 1.02 80 18.84 I8.84 1].94 15.68 80 19,40 19.40 I8.8] 16.88 W O (1F.N F't A L NOTPS ULi 1, Cunlnns;te pall CIS shall he constructed Using type 300 341154 aluminum facing'. I or 2 PC:F ASfMI C-578 cru enter brand EPS SEAL .IOWT WITH I b:'I'• b• T'' CONTINUOUS CAULKING adhere to aln.ninuln liu•inns with Ashland C'.hemical 202(11:)IS(:)grip.Fabrirllion l0 be by Elite panel products only in ) O O O O O O 1-f accordarce with approved fabrication methods. 0000 0 0 0 0 0 n d DRAWN aV: ' 1?lice roof?anCls moititain a UL,1715(hit)class'B'(ext)rating and;Ire NER-501 approved. ) O O O O O O O O O O C na.u CHECKED BY: T hsS s Ise t on has I eon designed and Shall be ttbrie tied in accordance with(lie requirements of the Florida Building Code SCALE: ASITOWN 5'kd u I (l 3Q,composite pane ds comply with Chapter 7 Section 720.Chapter b Section 803.Class A interior finish,and BOi iOVI FACINGS DAr' 2119112 Cj,-a;jttmr 26S_e.oIl 260...All IOCNI h(IIIGing Cnilc•a11Te'nlllnl.nl5 Shall be aetliDi-ecI t0 as TetlUlre(). INTERLOCKING CROSS SECTION OPTIONAL O R/.... , 1 .. 1'hl'TIe51';I1C'snail-de!ermine b'accepted engineering g practice the allowable loads for site specific load conditions(including* GUTTER❑ L ) ) b' b p p ( b .GRIP CAP ICad':')mbin llnnS)'1161it Ilse IRIt)frJl t lile aligw ble I(111dS taI)IeS coal Spans ill this npl7roV01 SLOPE 4'MAX WIDTH INTERLOCKING O•••• �CENSF•• -. Del)^Ct10n limits and allowable spans havC'buCll 1151Cd IU I11e.Ct FBC iI7CIUCIIIig tI1C HVHZ.Ill 1'IVIIZ.,this pYU(ttl('l S11aII Ix:LISCd - I PANEL (I/4'/FT MIN SLOPE) t O 000 000 00 �i O- No.4�'7.EON KI• E. .in strucu,ras"clot.W be considered living;areas"per Section 161C1 unless impact resistance in accordance to(lie HVNl., o 0 0 0 0 0 0 0 o c .l I I 00000°O00°O aw EPS CORE IL OR 2eB '00°00000 FLA.R .NU R4 IY'.(illll'L'Itlelli5 are rnDl. O O„O OHO O� 00p 000C - .1" 6. Sale'ty fiwio)'Uf 2.0.ha3 been use to Ccvelop allowable loads and Spans from testing in accordance to the Guidelines ror O° • a M SSOCIATC I ALUMINUM BOTTOM I Alunlirium Striviores Pan I Lind conrU1'nis t0 the FBC Chapter 16 and 20, FACINGS 00c 7 A026887:w I r 0 = cox loo� T Ttst:n„'l:a;beer.conducted in accordance to ASTD1 F,7_-05:Strength Test of Panels for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE 00 O.H. 0: STATETMpa,FL 3 S. Refo ne ten'e;.ntt FIIfI-1 t)f8.1IF,111-06-2104,11r11-OG-2066,11FTLOG-2105,111i1t-06.2067,Ill., -05-1002.1IFI'I- 00C T% QG--2 07 II 17-U519S711Ei106a01i9,HEH-06-2070,I1E'I'1-06.2071,IIET1.05-N94,HIi1'1-05-1991,11Ei'1-OG-2072, o°o �:% CORIDP;••��j� ENGINEER OF RECORD TO PROVIDE O 0••• 11L:'I1-(16.?(%73„Ili fl•U6-2f074.I11''1I 05.1996,IIF I'I-O5-1989,11E'iI-05-1493,I'If:'1•LDs-loss,111::"1'1-()5-1995,Ilmwls- FOR ROOF CONNECTIONS 4 ADD THICKNESS OF 00 36'MAX IN FRONT 4 25% S" •• •• I$ - loos,lid::'!-L!)s-1997,1(1:.11-Q�?637,III:"r1.05-2ri24,Ii1;fLOS-20)9,III1'I-OS-2030,II I rI-DS-2OI I,I'II:'I LQ$-2O4s,11I:rI- SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL Op°O OF PANEL WIDTH @ SIDES NAL -25-15 THIS OR ANY OTHER ENGINEER. PANEL $PANS 0°c 112- 'TAX AT SIDES) �1►m 0--2;C96,LIE;ri-O5.2031,Hi-H-05-2Q38,11[i'I'I-OS-20G5,i'1E'CI-05-2040,H TI-O5-2042. 7 1-41c I t _.:cdafi(I n 1 i Iie all w d for i)gum.s within the tables Shown. Drawing No.-FL-1001 II .nr tvn its hc, 1 vi all be cunsid Bred L-qu:valeratu similar panels without lira beams. Design prolessionais may include EPS ROOF PANEL/SPAN DESCRIPTION .the 61.3_an of the fan i7ealn to excezii h�mr.l ures at)art orsite•s>ecific engineering. SHEET 1 OF t