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HomeMy WebLinkAboutPRODUCT APPROVALSCANNED BY m A St Lucie County SCIS Home Log In ! User Registration `: Hot Topics ! Submit Surcharge , Stats & Facts I Publications FBC Staff i BCIS Site Map i Links ; Search i Florida _ Product Approval USER: Public User , i Product Approval Menu > Prcdbct or Application Search > Application List > Application Detail _ FL L7561� 4 RECEIVED Application Type Re`vision Code Version PIT- MAY 0 3 -1018 Application Status Approved Sia LIAM County, Permitting Comments I �— Archived Product Manufacturer s1Elite Aluminumm Corporation• '- Address/Phone/Email `4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@d6k!mengineering.net Authorized Signature fDb Kiin�^rI L-dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com I I Quality Assurance Representative J Address/Phone/Ema II Category Rofing Lto� 'Subcategory oducts Introducedias_altesult ofNew Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Qulty Assurance Entity Qu I lity Assurance Contract Expiration Date Validated By I Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code I l it Do Kim, P.E. PE-49497 QAI Laboratories 12/30/2022 CBUCK Engineering 'J Validation Checklist- Hardcopy Received FL7561 R4 COI Cert of Indeoendence.ndf 1709.2 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 f561:1y,, _ Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel, Panels 3"/4"/6"x0.032x11b EPS Composite Panel, 3/4"/6"x0.024"x21b EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install Instruct.ocif 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 FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.Ddf Created by Independent Third Party: Yes is provided. See installation drawing for nominal allowable design pressures and spans. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1924 The State of Florida Is an WEED employer. Coovrio ht 2007-2D13 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 mall 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 cnck re . Product Approval Accepts: ® t= Credit Card. Safe ELITE PANEL SPAN TABLES: 3 x�0;02.4�xeltil LBi�1E PANES '(A'LLLOWABLE_CLEEIR_SP-AN' GRARd ) N-ET L LLOGABLE L-OAD�W)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 1 L/180 L/240 10 16,17 W.76 WA3 14.10 G eO=7 H13.44- 30 10.79 I0.7B 9A1 6.60 41 9.22 9.22 fib0 2.8] 50 e.17 3./9 60 7.40 6.39 0.98 70 SAM 17l 80 633 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 I L/240 l0 19.09 I9Aa 17.17 1653 ZO 13.01 ISO- 1701 13.93 30 t2.57 1250 1250 1t38 40 19.97 10.97 I0.97 B.B6 30 9.72 9.92 9.44 6.22 60 9.13 9.13 751 3.6 70 8.52 . 7 _-3. 4-- - - -- 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 23.00 2124 21,47 1 20.95 20 19.06 L8.06 IBA6 1 ISI7 40 . 1334 I3.34 1334 1331 50 jeto late late 10.91 0 Il•11 11.17 HIT OA3 70 10.14 10.41 I030 8.95 80 7.B] 9.87 0.43 ].47 1. 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 ALLOWABLF.i LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 I7.50 I7•]0 16.71 7.96 ao 30 IIA6 u21 B36 4080 50 11:11,7 60 266 70 56 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE} LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/60 L/I20 L/180 I L/240 10 20.50 20.50 20.11 I 19.24 e0 19.61 19.24 17.49 17.74 30 18.17 17.49 14.97 1224 40 16.72 15.74 12.21 d74 30 LJ28 13.9 9.62 72 60 t324 _ 2.2. _- --7.W- - .75 - - _ 70- -- - IZ40 IM49 4.38 - B0 10.7a 8.74 IJU 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)h MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/100 L/240 0 24.99 1 24XO _ 24.00- � 23A2 - _ 20 -2334 23.21 21.e2 2022 W ae.10 21.63 I'M 7.OZ 40 20A6 e0.05 17.02 13.02 50 19b2 I0.47 2 NZ2 60 B38 16.B9 2. 2 742 ]0 17.14 {5.30 9.B2 422 BO ].91 t3./2 7.42 IA2 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 l0 1933 1 18.93 19-7 17.66 20 tail 117,66 1636 1 6 30 I6.80 I 1636 l4At 12.46 0 W.49 I5.06 t246 9.96 50 4 13.16 I051 7.Z6 60 1287 1Z46 8.57 4.67 70 113) 11.16 6.62 Z07 80 7 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/811 I L/120 L/I80 L/240 Io 21.97 21.97 a192 20.97 20 20.77 20.77 19)16 18.76 30 1957 t9 82l 655 10 1836 -10.3 - 1.7 --90-- .6 17.16 O4S9 IZ17 60 IS.9G IS96 1324 9.93 70 I4.77 14.79 llOe ).7e 89 13.9] 139] 9.93 3.51 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD.(PSF)'- MAX. ALLOWABLE SPAN (FT) -[/80 L/120 L/180 L/240 10 23.97 2333 2JAe 2360 20 23.e0 e720 lJOJ eG16 -3 30 22. 22A1 2ZI8 ET. 3 -oz0 0 0.75 21.75 2133 SO 21,02 21A2 20.49 1947 0 W.E9 202 b 7. 44 ]0 L957 1957 I879 O6A1 80 IBS4 1981 I7.94 l7be GONERALNOTES I. Composiw panels shall be constructed using type 30U3.11154 aluminum lncings, I or 2 IICF ASTM C-578 carpenter brand EI'S adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Hlite panel products only In accordance with approved fabrication methods. 2. Elile roof panels maintains (B. 171$ (Ent) class'll' (ex0 rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance w1W the requirements ofile Florida Building Cade 611 Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter B Seelinn 803. Class A interior finish. and Chapter 26 Section 2603. All local building code amendments shall be adhered in as required. 4. The designer sholl determine by accepted engineering practice the allowable folds for site specific load conditions (including load combinations) using the data Iran the allowable Inds tables and spans in this approval. 5. Detleetion limits and allowable Spans have been listed to meet VDC Including the IIVII7_ In IIV112- this product shall be used in Structures "not to be considered living areas" per Section 1616 unless impact resistance In accordance to the H\gIZ requirements m- met. 6. Safely Paella' of 2.0 has been used W develop allowable loads and spans Ilom testing in accordance to the Guidelines for Aluminum Structures Pnrl 1 and confanus to The F13C Chapter 16 unit 20. 7. 'resting has beenLonducicd in accordance in AST:'.} F.772-05: Strength Test of laanels for Building Conslmction. 8, Reference test repons: HETI.OS-1988, HETI-06 2104, HE'rt-06-2066, HL-11-06-2105. HETI-06-2067, HL'-1'L05-1002. HEI'1- 06-31417, HF.TI.O5.1987,1)ETI-06.2069, IIETI-06-2070. IIETI-06-2071,1IL-l'1.05.1994. HET4054991. HET1.06.2072, IIETI-06-2073, IIETI-06-2074. HETI.05.1996, FISU-05-1989, IIETI-05.1993, HL'11.05-1985, IIFTI-05-1995.IIETI-05- 1990, IlErt-05a997, HETI-0s-2037, FI1--I't-05-2029. IILITI-05-2039, HGT1-115-2030, H67"I-OS-2041, FI!?T(-OS -078. HI?7"I- 05-2036, II130-05-2031, IIETI-05-2038, HETI-05-2065. 14GfI-05 2040, 1113I'146-2042. 9. Linear Interpolation shall he allowed for Ogum. within the tables Shunw. 10. Panels with fan beans shall be considered equivulent to sinilarpancls without fan berms. Dcsign proli3siunals may inoludc the streneth critic fan beoa to exceed Shown BRures as mol ofsite-specific cngimcrin¢. 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to tau 20.03 19.42 I8.el 20 19.02 18.81 17.58 16 30 17.93 17.58 19.73 13.89 40 16.93 16.33 13.89 50 15.74 15.12 12.W 60I4.64 13.99 10.21 Z1�97 70 l3.] 26 0.36 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABL)� LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 L/l-0 L/100 L/240 l0 2437 11,17 Z'4.17- 20 _23b4- 23.41 23•Il 30 21.90 ELM 40 2151 e0.3920.4719.79]070 N�1111 IB.731-06 IZ1726 14.37 10.49 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/BD L/120 L/180 L/240 t0 24A0 24.00 24.w 23.04 e0 2Jb5 23.65 e7.34 2ZB4 30 22.94& 22.9 2. 4e 22.23 22.27 5i.W VMS SO et.53 21.53 2O.I0 19.es 20.82 Za.82 20.36 10.97 70 2a.o 20.11 19.61 V.87 Re l9.40 19.40 10.87 O6799 SEAL JOINT VITH CONTINUOUCAULKING 0000 000000 w� )OOOOOO 1 0 0 0 r rr n sacs INTERLOCKING CROSS SECTION OPTIONAL GUTTER OR DRIP CAP SLOPE 4' MAX V1DTH INTERLOCKING PANEL (1/4-/F7 MIN SLOPE) 0000�000 �Op0 �� EPS CORE ILB OR 2LB 000*0"0 000�000�000� n Op000�0 o o0 ALUMINUM BOTTOM Don I FACINGS I-�-0.EAR SPAN (U 1MSIDE TO INSIDE o0 O.tl. 00 00 ENGINEER OF RECORD TO PROVIDE FIDE ROOF CONNECTIONS L ADO THICKNESS OF 00 36' NA% IN FRONT L 2S% FRO 00 SUPPORTING STRUCTURE DETAIL BY VALL FOR TOTAL AN PEL SPAN, O O OF PANEL ! SIDES (12' HAS AT SIDES) THIS OR ANY OTHER ENGINEER 00 EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33M Tel:(813)857.9955 jeYja,u DCSvI "n a Of Fee ft © A,� Ewa., _CT CT APMW- U1 Q -1 0 LU CC c 3 1ILiLUy~�~ U 0 To rn L°-a c7 to f Q m� aa.�0 0 0 U ul 1- U U 0 > C �FW z-18 0� D IoU LL¢O to OyN, 1U 0 LL (T4:CKED Bn 0rK SCAIE AS SHmYtt DATE: 771NII] DO PEON KW. PE FLA REC.NUMSER404W DD EOM L ASSOCIATES. LLC CAN2DU7 PO BOX 10039 T-M FL 33079 n'4�,oaNYYPY4 Mvn446rroY. aa9�+49wu. ��aye Ili �en:wm"f M4Nue[aPw ' Drawing No. - FL-1001 SHEET IOFI