Loading...
HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online .. �. x 5 r -L; i {{ „srnn�i! Xt"� c�rF o4s aFr�x ties :M Flimda Product Approval .l. IrSBrt: Public user Product Approval Menu > Product or Application Search > A�pm lition List .> Application Daten FL # FL7561-R5 Application Type Revision Code Version 2020 Application Status Approved Comments Archived iwl 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 d k@dokimen g in eeri n g .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 ' 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 Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code QAI Laboratories 12/31/2023 3ames L. Buckner, P.E. @ CBUCK Engineering W. Validation Checklist - Hardcopy Received FL7561 R5 COI certificate of in �R �NN 1709.2 httpsJ/floridabuilding.org/pr/pr app OU.asp) peram=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 1 /2 4 1A512D2Ai Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved Summary of Products i Florida Building Code Online Method 2 Option B 08/06/2020 08/07/2020 08/19/2020 10/13/2020 FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x11b 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 Approved for use outside HVHZ: Yes FL7561 R5 II 2020 FBC-Elite Aluminum Coro Install Dwo.Ddf Verged By: Do IGm, 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 R5 AE FL 7561 Evaluation Report-2020 FBC.gdf areas per FBC Section 1616 unless impact protection is Created by Independent Third Party: Yes provided. See installation drawing for nominal allowable design pressures and spans. Bark �ae�t Contact Us :: 2601 Blair Stone Road. Ibllahassee FL 32399 Phone, 850-487-1824 The slate of Florida Is an AA/EEO employer.•Cogyriaht 2007-2013 State of Florida, :: Privacy Statement :: AttessibiliN 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 bD 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 emalls 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 avallabW to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accept= M W] WE M Cre�dvi_t Card?.: hops://ftoridabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 212 ELITE .,PANEL SPAN TABLES: �. 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' ALLOWABLEI LOAD (PSF) MA L S PN (TS`' L/80 /120 L/180 L/240 0 6 1449 20 1435 789AI 6d0 4W 4411 41.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/1110 L/240 10 1940 late t e Ol em 61'e 68 Fir 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/180 L/240 10 1334 10.91 11,17 7 BA 9 3' x 0.032 x 1 LB EPS PANELS ABLE CLEAR SPAN CHARTS) NET ALLOWABLE) LOAD (PSF) MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 17,10 1749 Ir.91 is 96 1 Ie16 1445 no %3 8 9 iAfi _ b 4 4' x 0,032 x 1 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 L/240 050 1 HE19E 1 19,24 1 17.49 lea 20 1 17A 1PR 1774 B7 D to o s4 L7 6' x 0,032 x 1 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 e ao e to ar— ' A5 1 50 —IT41117— IT— lab 7 3030 4Pe ,9 13ae 1ae 3' x 0,024 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABL)t LOAD (PSF) MAX. ALLOWABLE SPAN (FT> L/80 L/120 L/180 L/240 10 19M Is." I= l eo 1&n 17 30 14.41 M246 SEA 467 70 fim 247 D1026 9.66 W7 4' x 0.024 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX, ALLOWABLE SPAN (FT) C/O L/120 L/180 L/240 0 EL9 80.97 a7 7 la 6 30 1 7 A Ianl6w^J 1434 co -1716 1 1Gt3 60 1. 6' x 0,024 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX. ALLOWABLE SPAN CFT) L/80 L/120 L/180 L/240 1a .93 e36o 0 7e eta alas am 301549 1407 6o ea 4 17.94 . !3 1 80 1 ,9 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roofponels maintain UL 1715 (int) class'B' (ext) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code Th Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shell determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable load tables and spans in this approval S. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. in HVHZ, this product shell be used In structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Pan 1 and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E72: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06.2104, HETI.06.2066, HETI-06-2105, HETI-06.2067, HETI.05.1002, HETI- 06.2107, liETI-05-1987, IiETl-06.2069, HET406.2070,11ETI-06-2071, HETI-05.1994, HETI-05.1991, HETI-06.2072, HET406.2073, HETI-06-2074, HETI-05-1996, HETI-05-I989, HETI.05-1993, HETI-05.1985, HETI.05.1995, HETI-05- 1990, HETI-05-1997, HETI-05.2037J HETI-05-2029, HETI.05.2039, HETI-05-2030, HETI-05-2041, HETI.05-2048, HFTI- 05-2036, HETI-05-2031. HETI.05-2038, HETI-05-2065, HETI.05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fen beams shall be considered equivalent to similar panels without fan beams. Design professionals may include 3' x 0,030 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABL� LOAD (PSF MAX. ALLOWABLE SPAN TT) L/80 I L/120 L/180 L/240 0 1 20M 19AB Iasi l9 16s1 7,36 1630 17 a 13.73 40 Lk" D 1339 70 i am 4A6 s0 IN lL4 4' 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 0 E4,17 NV__7 e 17 0 4 41 3 so 7 90 1 1 800 last. U-43 WASse film 0 9391727 1*70 6' x 0,030 x 2 — LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)' MAX, ALLOWABLE SPAN OFT) L/4 80 L/120 L/180 L/240 0 e 39 FEW HE 3 alas 20.05 so _911F 3 0 1 so mu 90636 1&07 78 eoa 1 --Iyjy- - 0 19,411 1. DO KIM A Aet9oOlATEM, LLD CONSULTING STRUCTURAL ENGINEERS PONXIO I9 T! FLODOR SEAL JOINT WITH CONTINUOUS CAULKING O OIri O O� O 0�0 C1 °A"1N°' 0"1 )000200000 C °BONEOeVe O"t some As sM DA!e: OPTIMAL GUTTER OR DRIP CAP , O.� ��GENSfi'• OPE 4' MAX MOTH INiIRLOCKTNG � �• rvP.+wpr 00000000000 00000000000 PANG, O/4•/FT MN SLItP© EPS CORE 1L8 OR eLD ODO0000 DOYEONMP,l �, FA RM WR9A O O O O 6 0 0 0 0 .._ r ALUMINUM BOTTOM O�a•DOM6'A880CTEi '• I FACINGS O00 tom ---CLEAR SPAN N INSIDE TO INSIDE o00 1 H, �, 14 =wn ENGINEER OF RECORD TO PROVIDE0p0 FOR ROOF CO MECTMNS 16 ADD THICKNESS OF 00 36' MAX 1N FRONT 6 e5 SUPPORTING STRUCTURE DETAIL, 8Y THIS IIR ANT OTHER ENGIEER. WALL FOR TOTAL 00 OF PANEL WIDTH I SIDES m.,a PANEL SPAI6 00 Cie' MAX AT SIDES) •nn ,hx tan aguerrTKa z.d dn•adP,^mmd.c xs4.>nn da, wmldercd t;Td_, Do Y r`:4rm°e" .tea onw ng No. - F4 EPS ROOF PANEU SPAN DESCRIPTION Kim,.f- SHM 1 aw y Do Kim & AssociAwe, ' LLC CONSULTING STRUCTURAL ENDINZKR6 Florida Board of Engineers Certificate of Authorization No. 26887 Certificate oflindenendence Do Kim ssociates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the c iann ` ng or distributing the product or in any other entity involved -in the -approval process pry the accompanying Florida Product Approval. v v No.4949T LU STATE OF r 00 Y �bylDoY�� Daft ONAL.tK Kin ...,ems ?his item has been digitally signed and sealed by Do Y. Kim on the r� a to a al. Printed copies of this documenc a e no con3i ereigned and sealed and the signaF4jTV�*d on any electronic copies. P.O. Box 10039 813.857.9955 Tampa, FL 33679 DoKimEngineering@gmail.com