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HomeMy WebLinkAboutproduct approval (2) MR BCIS Home Log In_j User Registration i Hot Topics; Submit Surcharge Stats&Facts ; Publications ; FBC Staff BCIS Site Map Links Search Product Approval w^ � �USER:Public User Fmduct Apprny_ij Mane>!?g�di_ct or fip[>lir alien Sar.:h>i�!;ohcation tct>Application Detail � C r _ 1 FL# FL7561-R3 `"$ 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 R 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. R Validation Checklist-Hardcopy Received Certificate of Independence FFL7561 R3 COI_ e,:of Indeoe[deuce Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 I ` t. S t Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 a f Date Approved 06/23/2015 Summary of Products I FL# Model,Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"x0.032x1lb EPS Composite Panel, 3"/4"/6"xO.024"x2lb EPS Composite Panel, 3"/4"/6"xO.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL.7561 R3 II Elite_I,.7S 41 R3 2014 FBC InstaAatian Approved for use outside HVHZ:Yes Dwcl.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 FI 756.1 R3 AE Elite Alunn Ft 75c'-R3 2014€' C is provided.See installation drawing for nominal allowable _v<�,%!a_t_e^. ;E,1` design pressures and spans. Created by Independent Third Party:Yes 11- P4'ex1 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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: EC ,�, o^z 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 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 (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) A ASSOCIATES.LLC NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 ENGINEERS t0 16.17 15.76 15.03 14.10 IO 17,50 I7.50 16.91 15.96 IO 19.33 18.95 18.31 17.66 IO 20.11 20.03 1 19.42 18.61 20 13.44 13.44 12.22 10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 t5.06 20 19.02 19.81 17.58 16.35 30 10.78 10.78 9.41 6.60 30 15.17 14.06 11.21 8.36 30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.73 13.89 PO BOX 10039 40 9.22 9.22 6.60 2.85 40 13.69 12.16 8.36 4.56 40' 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 11.43 Tampa,FL 33679 50 8.17 8.17 3,79 50 12.22 10.26 5.51 0.76 50 14.16 13.76 10.51 7.26 50 15.74 15.12 1205 as17 TO:(813)857-9955 60 7.40 6.39 0.98 60 10.75 8.36 2.66 60 12.87 12.46 8.57 4.67 60 14.64 13.89 10.21 6.52 70 6.81 4.51 - - 70 9.27 6A6 - - 70 11457 11.16 6.62 2.07 70 13.55 1246 8.36 4.06 R-JOat DescOption 80 6.33 2.64 - - 80 7.80 4.56 - - 80 10.26 9.86 4.67 - 80 12.46 1L43 6.52 1.60 =I ISSUEDFORPRODUCT 0]DOE APPROVAL 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 p W ISSUEFOR W'• (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) r u� ISSUED FOR]0 MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) ©' PRODUCTAPPF�-,� NET NET NET NET --=� ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ISSUED"'FB m LOAD (PSF)l L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/l80 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 a0" APPROVAL UGT 10 19.00 19.00 17.17 16.53 10 20.50 20.50 20.11 1924 10 21.97 21.97 21.52 20.97 10 24.17 24.17 24.17 24.17 20 15.01 15.01 15.01 13.93 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 23.64 23.64 23.41 23.11 0 30 12.50 12.50 12.50 11.38 30 18.17 17.49 14.87 12. 30 IS57 19.57 1821 16.55 JE,10 22.57 22,57 21.90 21A1 40 10.97 10.97 10.97 8.80 40 16.72 15.74 12.24 8.74 40 1&36 18.36 16.55 14.34 40 2L51 21.51 20.39 18.91 J 50 9.92 932 9.44 6.22 50 15.28 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20.45 18.88 16.80 Q 60 9.13 9.13 7.51 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 19.39 17.37 14.70 J O 70 8.52 8.52 5.58 1.07 70 12.40 10.49 4.38 70 14.75 14.75 11.58 7.72 70 18.33 18.33 1526 12.59 W of 80 BA2 8.02 3.64 - 80 10.95 6.74 1.75 - BO 13.55 13,55 9.93 5.51 80 17.26 17.26 14.35 10.49 Q Z CL a 6' x 0,024 x 1 - 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 no LU U v (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a c)co (n NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET a 2 LL d Z O MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) o o tL g (C ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o p O a LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)l L/80 L/l20 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 E.Ic d U¢W 10 23.00 2124 21.47 20.85 l0 24.00 22 LU 24.00 24.00 23.42 10 23.93 23.93 23.88 23.60 10 24.00 24.00 24A0 23.84 :3 a) 20 18.06 18.06 18.06 18.06 20 23.34 23.21 21.82 20.22 20 23.20 23.20 23.03 46 20 23.65 23.65 23.34 22.84 C I-U O 3 30 15.13 15.13 15.13 151,3 30 22.10 21.63 19.42 N38 30 22.47 22.47 22.18 21.33 30 22.94 22.94 22.59 21.85 j y 7 U z F 40 13.34 13.34 13.34 13.39 40 20.86 20.05 17.02 40 2L75 21.75 21.33 20.20 40 22.23 2223 2L85 20.85 Q O50 60 IL170 ILl7 11.17 8.43 60 1838 I6.89 12.22 60 20.29 20.29 19.64 17.94 60 2082 20.B2 20.36 I8.87 CDOLL Q U70 10.44 10.44 10.30 5.95 70 17.14 15.30 9.82 70 19.57 19.57 18.79 16.81 70 20.11 20.11 19.61 17.87 ll.l CD() N9.85 8.43 3.4715.91 13.72 7.42 80 18.84 18.84 17.94 15.68 1 80 1 19.40 l9.4O 18.87 16.88 EL EL O J .NE.RA1.. (')1ES U. SEAL JOINT WITH I. Composite panels shall be constructed using type 30034115.1 aluminum Iilcings,1 or 2 PC]'AS1 iN1(-578 carpenter brandE;I+S CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 20201)ISO grip.Fabrication to be by Elite panel products only in ( T -- accordance with approved fabrication methods. 0000 000000 z a DRAWN BY: ^. Elite roofp:mcls maintain:l UL 1715(int)class'O'(cst)rating aul are NTl(-501 approved' ) O O O O O O O O O O C o`o CHECKED BY: Dly 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code SCALE: S"Edition(PBC).composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish•and ❑ ❑M ACIN oar� 7/1T12 Chapter 26 Section 2603.All local building code annanitnenis shal I be adhered ID as required. INTERL❑CKiNG CROSS SECTION OPTIONAL O �/••••�' GUTTER D 1 4. Mlle df6lglll'C shall determine by accepted engineering practice the allowable loads lilt fill(specific load conditions(i11Cllldimg' DRIP CAP �Ay" load COmhilla6011S)❑sing the data front the alloWvble loads tobleS and Spans ill this approval. SLOPE V MAX VIDTH INTERLOCKING Q•••• AGE NSF'• .. Defection limits and allowable spans have been listed to men(FBC including the IIVIIZ.In IIVIIZ,(his product Shrill be Used PANEL(i/4'/FT MIN SLOPE) S O OHO O"O O" �x No.4�TrEON KI E. in strnCture.,"no(to be considered living areas"per Section 1.616 unless impact resistance in accordance to tine 1 FVII! � 00000000000 z a EPS C❑RE iLB OR 2LB 0000000 r• 4MSOCIAT U 4 recIoirenicuts are met - O O O O O O ¢w 0 0 0 S 0 0„0 0„o O„ a s o 0 0 0 �y t 6. Safely factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to the(:iuidclines for fir f o0 oALUMINUM BOTTOMOAlmninum Siruenvcs Part I and conforms to the FBC Chapter I6 atd 20. x FACINGS 0o i 2 9 oaTLU 7. Testing has been conducted in accordance to ASTN1 E72-05:Strength Test of Pancis for Building Construction, F--CLEAR SPAN(U INSIDE TO INSIDE 0 0 f-❑.H. 0; BTATE eRPa,FL 3y 8. Reference test reports:I1B7.1.05-19S8,111.I'1-06-2104.111 1'1-06-2n66,RET1-06-2105.1113 11-06-2067,11ETI.05-1002,1WTI- o00 'n 06.2107,1IF FF-05.1987,NET1'1-06-2069,IIE:I I-0(+-2070.IIEfI-06-2071,1 1131-1-0 5-1 994,IIETI-05-1991.1If 11-06-2072, 00 ~•. �ORIOP;r�� ENGINEER OF RECORD TO PROVIDE O S G IIETI-06-.2073.14Ii'I'I-06-2074,IIEE'1-05-1996•I11*I.1-0.i-1989,IIETI.05-1993,IiETl-05-1935,IFF-01-1.05-1995,IIL I'I-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF OO 36'MAX IN FRONT 6 E S� • V -25-15 WA FOR TOTAL 0 OF PANEL VIDTH 2 SIDES NAL 1990.HI_'I'I-(IS•1997,I ETI-05-2037.III 1•I-03.2029,11F.-I'I-05.2039,III's'fl-OS 203(1,I1BT•1.05 2041.E'IETI-OS-20dR.III'fI- SUPPORTING STRUCTURE ENGINEER, BY PANEL SPANS 000 <12'MA A7 SIDES) THIS DR ANY OTHER ENGINEER. O 05-2036,NI E1-os-z031.1[[;r[•os-z038,11Ia1-05.2065,112,11-05-2040,111:Tt-05.2042. 9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10. Panels will)Ian beams shall be considered equivalent in similar panols without tan beams. Design professionals may include EPS ROOF PANEL/SPAN DESCRIPTION SHEET 1 OF 1[he strenglh of the tan beam toe<cced shown licures as fart of side-s ecitie engineering,