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HomeMy WebLinkAboutProduct Approval AN a # Y q '.is,.......,.. ..-.a,b. . .=a�a....s: e•::h.w.».•.... :'.'w.sxo_...,.'�..4,.., „<tf,_.,.xSE: BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications F8C Staff I3CIS Site Map Links Search I .g (O `�ProductApproval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail c V FL# Application Type Revision Code Version 2014 • I Application Status Approved i Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway I 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 i Ft.Lauderdale,FL 3330 (954)491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing �•�_ Subcategory Products Introduced as a Result of New Technology I I Compliance Method Evaluation Report r a Registered Architect or a Licensed Florida Professional Engineer */: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim,P.E. ' 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. Validation Checklist Hardcopy Receieed Certificat6 of Independence FL7561_ R3 COI_.Cert_ojIndependencepolf I I 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 i i i 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 \ 561. Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel,3"/4"/6"x0.032x1lb Panels 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 Dwg.Ddf Approved for use outside HVHZ:Yes Verified By: Do Kim,P.E.PE 49497 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+80/-80 Evaluation Reports Other:In HVHZ,not to be used in structures considered living FL7561._R3.,AE_Elite__Alum-_FL7561.-R3.2014.FBC areas per FBC Section 1616 unless impact protection is Evaluatlon,pd-f provided:See installation drawing for nominal allowable design Created by Independent Third Party:Yes pressures and spans. Back, 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: 0 in 1:17-Al WA Card' (i Safe F , I 1. { 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 l - 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 D O KI M (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (AL L11WABLE CLEAR. SPAN .CHARTS) .(AI.I OWABI-E CLEAR SPAN 'CHARTS) E AS 9OCIATES,'LLO NET _ MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN'(FT) 'SET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOA SF)I L/80 L/120 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 ENGINEERS 16.17 15.76 14.10 10 17.50 17.50 16.91 15.96 10 19.33 18.95 IB.31 17.66 10 20.11 20.03 19.42 18.61 20 13.44 I141 .2 10.35 20 16.64 15.96 14.06 12.16 r 20 18.11 17.66 16.36 15.06 20 19.02 18.81 17.58 16.35 30 10.78 - 10.78 9.41 6.60 30 1537 14.06 11.21 8.36 -30 16.80 16.36 14.41 12.4G 30 17.93 17:58 u'.l& 13.89 PO BOX 10039 40 9.22 9.22 6.60 2.85 40 13.69 12.16 8.36 9.56 40 15.49 15AG 12.46 9.86 40 16.03 16.35 13.89 11.43 .TBmp%FL 33679 - - - ---- --50- -8.17-=8.17-- .79- - 50 1222 10.26 5.51 0.76 -50 14.18 13.76 10.51' 7.26 50 15.74 15.12 12.05 8.97- 'Tel:(813)857-9955 _. -- 60 7.40 6.39 a 98 - 60 --TO.75 8.36 2.66 - - - --'60- - -�f B7---12.46=-8.57=-4.67----- ---fi0- ___.-14.64.__1329-_1021--6.52.--_ 70 6.81 4.51 - 70 { '927 6.46 - 70 IL57' 11.16 6.62 2.07 70 13,55 12.66 1 e.36 4.06 R4vJ0010 Description BO 6.33 2.64 - BO 7.80 4.56 %'80 1026 9.BG 4.67 - BO 12.46 11.43 6.52 1.60 ISSUED FOR PRODUCT 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,^m PRODDFORMCT OVAL (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (A;LLbWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) vla ISSUED FOR 2010 FBC _ NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) ©301 PRODUCT APPROVAL --ALLOWABLE-- -- - _--. ALLOWABLE _ ALLOWABLE - su oR 4 6m4o„PRODUCT. LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD-(PSF)I--L/80--L/l20- L/180--L/240--- -e'0f- 10 19.00 19.00 17.17 16.53 10 20.50 2D50 20.11 19.24 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 13.95 20 19.61 19.24 17.49 15.74 h 20 20.77 20.77 19.96 18.76. 20 23.64 23.64 23A1 23.11 30. 12.50 12.50 12.50 11.38 30 18.17 17.49 14.87 !2,1254 30 19,57 19.57 18.21 16'.55 30 22.57 22.57 2130 21.01 40 L0.97 10.97 10.97 B.BO 40 16.72 15.74 12.24 440 18.36 18.36 16.55 14.34 40 ELSE .21.51 20.39 18.9150 9.92 9.92 9.44 6.22 50 1528 13.99 9.6P, 550 17.16 17.16 14.89 1243 50' 20.45 20.45 18.88• I6.80 Q 60 9.13 9.13 7.51 3.64 - 60 I3.84 12.24 7.00 • 60 15.96 15.96 13.24 9.93 60 19.39 19:39 17.37 14.70 -1 a 8.52 8.52 5.58 1.07 70 12.40 IOA9 4.30 .70 14.75 14.75 11.59 7.72 70 18.33 18.33 15.86 12.59 W BO8.02 8.02 3.64 - 80 10.95 8.74 1.75 80 13.55 13.55 9.93 S.SI BO 17.2fi 17.26 14.35 ]0.49 M Q Z d 6' x 0.024 x 1 - LB EPS PANELS 6' x 0,032 x 1 - LB EPS. PANELS 6' w-0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS'PANELS ° ino W 2 (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) Z5 T� (A z o TJ a-0 NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) o o LL ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o O Z)(L LOAD (PSF)l L/80 L/120 LASE) L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 E.- a) O Q W 10 23.00 21.24 21.47 20.85 10 24.00 24.00 24.00 2342 10. 23.93 23.93 23.80 23.60 10 24.00 24.00' 24.00 23.89 C y W 5 20' I8.06 18.06 18.06 18.06 20 23.34 23.21 21.82 20.22 20 23.20 23.20 23.03 22.46 20 23.65 23.65 23.34 22.89 .E F-U Z 30 '15.13 15.13 15.13 15.13 30 22.10 21.63 19.2 17.02 30 22.97 22.47 22.18 21.33 30 22.94 22.94 2259 21.05 ] C U-F'- 40 13.34 13.34 13.34 13.34 40 20.86 20.05 17.02 I3.82 -40 21.75 21.75 .21.33 20.20 40 2223 22.23 21.85 20.85 N J 0 Q N 50 12.10 12.1a 12.I0 MU-3 50 19.62 18A7 14.62 10.62 50 21.02 21.02 20A9 19.07 50 2653 21.53 2L10 19.86 60 IL17 11.17 12In 60 16.30 16.89 12.22 7.42 60 20.29 20.29 19.64 � �17.94 60 20.82 2682 20.36 1827 =O U LL Q Q 70 R.'44 10.44 10.30 70 17.14 15.30 9.92 4.22 70 19.57 19.57 18.79 16.61 70 20A! 20.11 19.61 17.87 W IL7 OQO 80 9.85 9.85 8.43 80 15.91 13.72 7.42 1.02 80 1BA4 18.84 17.94 15.68 80 I9.40 19.40' 18.87 16.8E EL W of J GENERAL NOTES SEAL LL 1. Composite panels shall be constructed using type 3003-H 154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUOUSS CAULKING KINA INGG adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in -f accordance with approved fabrication methods• 0000 0 00000 r DRAWN BY: om 2 Elite roof panels maintain a U1,1715(im)cl ass'B'(ext)rating and Bic NER-501 approved. ) O O O O O O O O O O( a10 cHECKEDBY. DYK 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Cade . SCALE: AS SHEM •5B'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and BD TDM FACINGS DATE,• ViS112 Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLD[K1NG CROSS SECTION OPTIONAL V 4. The designer shall determine by accepted engineering pmctice.the allowable loads for site specific load conditions(including DRIPGUTT C 1] O 1. DRIP CAP .. 4'MAXWIDTH •E„ load combinations)using the data front the allowable loads 16ICS and Spans In Ellis approval. SLOPE I4 N INTERLOCKING O \C N$�'• 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used W PANEL!1/4'/FT MIN SLOPE) p B I o 0 0 0"0 0" 'I'- r No.4@IY\'EON NI E. ill structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVI IZ 00000000000 cw EPS CORE ILB-OR 2LB 00oo ODO FLA.R .NU 4 requirements are met. o o„o 0 00000 000 000 6. Safety factor of 2.0 has been rise to develop allowable loads and spans from testing in accordance to the Guidelines far ALUMINUM BOTTOM 6 q 0 00 = D sicwT Aluminum Structures Pail I and conforms to the FBC Chapter 16 and 20. I FACINGS 0000 �} Bo268807 � 7. 'resting has been conducted in accordance to ASTM 1772-05:Strength Test of Panels for Building Construction. F�-CLEAR SPAN(U INSIDE TO IN Oo O.H. 0 STATEIBRp%FxL3 8. Reference.test reports:I-IFFI-05-1988,11L'TI-06-2104,I IEI'I-06-2066,IIETI-06-2105,I IETI-06-2067,11F'f7-05-1002,1IETI- 0 '� e 06-2107,IIETI-05-1987,IIETI.06-2069.HEI-1-06-2070,IIETI-06-2071,11E`r1-05-1994,I1ETI-05-1991,HETI-06-2072, 000 F �O.... IID ENGINEER OF RECORD TO PROVIDE O S HE7.1-06-2073,HETI-06-2014,HETI-05-1996,HFTI-05-1989.HETI-05-1993,HETI-05-1985,HETI-05-1')95,HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36-NA%IN FRONT 6 257. V -25•'lEJ 1990,HFi I'I-OS-1997,I IEfI-OS-2037,111 r1-OS-2029,l'1FT'1-OS-2039,HETI-05-2030,111i'I'I-05-2041,HFTI-05.2048,F1F I'1- SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00O (1 PANEL WIDTH B SIDES THIS OR ANY OTHER ENGINEER.. PANEL SPANS 00 (12'MAX AT SIDES)' 05-2036,HE-1-1-05.2031,IIE f1-05-2038,I IE'f1-05-20G5,111:1-1.05-2040,I IE-1'I-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FLA001 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANEL/SPAN DESCRIPTION the siren th of the Ian beam to exceed shown figures as part of site-s ecific engineering. SHEET 1 OF 1