The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL ROOFINGANNED BY tie countv � 0 6 Q t 3 r �..s:...ra..:....c... ....�......,� �_.• s m .��,.. _^"^s'1�+�'+r BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search d ri dc= L-� +i Product Approval pf x USER: Public User Produc[._Approval_Menu. > Product or Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract E Validated By Certificate of Independence > Application Lis[ > Ap Detail L7 F561-R4 Revision 2017 Approved Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elitealuminum.com =Roofing' hnology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received who developed the Do Kim, P.E. PE-49497 QAI Laboratories on Date 12/30/2022 CBUCK Engineering Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlflea By Sections from the Code Product Approval Method 01-2561 R4 COI Cert of Independence_pdf 1709.2 Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/15/2017 08/16/2017 08/20/2017 10/10/2017 FL Model, Number or Name Description 7561.1 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 I Installation Instructions Approved for use in HVHZ: Yes FL7S61 R4 II 2017 FBC-Elite Aluminum Coro -Install Instruq.p f 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 living Evaluation Reports areas per FBC Section 1616 unless impact protection is FL7561R4._AE FL 7561_Evaluation Report-2017_FBC,pdf 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 publiclrecords. If you do no[ want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the o(ficeiby 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: Credit Card Safe ELITE. PANEL SPAN -TABLES 3" x. 0.024 : x 1- -- LB- EPS PANELS' (ALLOWABLE CLEAR. SPAN CHARTS). NET MAX. ALL-OWABL (FT) ALLOWABLE LOAD (PSF)1 L/80 L/12 'I /,1 I /240" 4' x 0.024 x 1. LB .EPS- PANELS (ALLOWABLE CLEAR. SPAN• CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE -LOAD (PSF)1 L/80 I L/120 I I /I80 I I %240 6' x 0.024 -x 1' - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 :,LeSO MAX, ALLOWABLE SPAN (FT) L/120 L/180 L/240 • 10 22.00 21.24 21.47 20.85 20 18.06 18.06 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 13.34 50 12.10 12.10 12.10 10.91 60 - --11:17- -11:17- -11:17- -8.43- 70 I0.44 W.44 10.30 5.95 80 9.85 9.85 8.43 3.47 1. Net allowable loads are permitted -to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 L/180 7/240 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPANCHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 L/180 L/240 6' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/.80 I L/120 I L'/•180 I L/240 31 x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 L/180 L/240 6' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 r L/180 L/21 10 23.93 23.93 .23.88 23.60 20 23.20 23.20 23.03 22.46 30 22.47 22.47 22.18 21.33 40 21.75 21.73 21.33 20.20 50 21.02 21.02 20.49 19.07 60 20.29 20.29 19.64 17. 44 '- - -70- - - -19.57- _ ._ 19.57 _ -.I8.79 - 16.81 60 18.84 18.84 17.94 15.68 GENERAL NOTES I . Composite panels shall be constructed using type 3003-H 154 aluminum facings, I 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 roofpanels maintain a 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 he Florida Building Code 6i1' 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 shall determine by accepted engineering practice the allolxabld loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ. this product shall 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 of2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for . Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. T. ,Testing has been conducted in accordance to AST1IM E72-05: Strength "rest of Panels for Building Construction. -2 -7 -7 7 S.. Reference test reports: HH'fI-OD-19S8 HE"f1-06-2104 HETI-06 _066 H6'I"1-06 _105 HE"I'l-06 _Oo7 HL•'I"1-0�-100_ HL'I'1- po 06-2107,IIET.1-05-1987,lfETI-06-2069, HETI-06-2070,IiL-TI-06-2071,IiETI-O5-1994,IIETI-05-1991,1IETI-06-2072, ,HETI-06-2073, I1ET1-06-2074. HETI-05-1996, HETI-05-1989, I IETI-O5-1993, IIETI-05-1955, HETI-05-1995, HETI-05- •1990, HF-rl-05-1997, HE-fI-05-2037, HETI-05-2029, HI`I"1-05-2039, HFTI-05-2030, HFTI,-05-2041. HF' -1-05-2048, HETI- 05-2036,'1IETI-05-2031, HE11-05-2038, FIETI-05-2065. HETI-05-2040, HE-I"1-05-2142. 9. Linear interpolation shall be allowed for figures within the tables shown. 10- Panels •with.fn beams shall be considered equivalent to similar panels without fan beams. Design -professionals may include - the.strength ofthe fan beam to exceed shown figures as part ofsite-specific engineering. - 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS)' NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 I L/180 I L/240 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 L/240 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 I L/180 I L/240 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel:(813)657-9955 c0 O � _ @ d M o aOn O 0) J `0 o LL 00 s Et o d NFU � N j 0 Q T O O J U O WoU (D V J Q U > J 0 W Of Z Q Z d F- W (1) U z 0 Opera U Q W W-0 Ozw UZF- OjU u_aQ OL x W O J LL SEAL JOINT WITH CONTINUOUS CAULKING ) U U U U U U U U U( t DRAWN BY: DYK O O O O O O O C) Ci Z a CHECKED BY: DYK ¢ W )OOOOOOUOOOC� SCALE: AS SHOWN BOTTOM FACINGS DATE: 2/19112 'V rr'-• INTERLOCKING CRO OPTIONALTION GUTTER OR: DRIP CAP Q �\ �7� SLOPE 4' MAX WIDTH INTERLOCKING + F O '�\6ENSF-41 PANEL (1/4'/FT MIN SLOPE) rr O 000 0�0 0- �2 00000000000 O- DO'�EIMIM, P.E: za EPS CORE 1LB OR 2LB 0000000 0 0 0 0 0 0 ¢ w 0 o, 60 _ - 7} FLA. REG. NUMBER 49497 $k h O O„O O0 a o 0000 0000000 _ a o ALUMINUM BOTTOM �j DO KIM TES, Ltj . I FACINGS o00 00 67 'bb "10039 F---CLEAR SPAN (L) INSIDE TO INSIDE-oo O.H. �.P 1L1rtE ZI367ENGINEER OFOR OF RECOR➢ TO PROVIDE ROOF CONNECTIONS & ADD THICKNESS OF 00 0036' MAX IN FRONT & 25%Umvg,DgkalSgmme. "tzl� R,nud,opw SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL PANEL SPAN: 000 OF PANEL WIDTH @ SIDES (12' MAX AT SIDES) *•^ ^,,,.^u m�,m.,,e nyMe,^a,oee,^a THIS OR ANY OTHER ENGINEER. 00 Drawing No. - FL-1001 EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 OF 1