No preview available
HomeMy WebLinkAboutProduct Approval; RoofingbKo a 240%, Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List �- Search Criteria E V —REVIEWED—FOR _�®.�,� Refine Search QQ�`�V��, °E(����j�D` COD ���'°"�� W.',"E Code Version 2020 FL# "°�" `t'° '`""P' 7561 PP YP Application Type ALL Product Manufacture b. ST. L E � � � �"�-� 11 ALL Category ALL . Subcategory ALL Application Status ALL Compliance Method BOCC ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - AoDlications Type Manufacturer Validated By_ Status FL7561_ Revision Elite Aluminum Corporation Category: Roofing Subcategory: Products Introduced as a Result of New Technology James L. Buckner, P.E. @ CBUCK Engineering f= 491-9927 Approved R5 Histo _ 'Approves Dy i)bFK. Approvals Dy utsrK snap De reweweu anu rauueD uy um rui anu/ui uie wiunu���n � n«G�ar. 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(i), 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 berg. Product Approval Accepts: E ® ® Credit Card FILE COP%bl Safe S�CUl•lt}',�(GTIt[CS` RECEIVED MAY 11 7.021 Permitting Department St. Lucie County https://www.floridabuilding.org/pr/pr_app_Ist.aspx 5/4/21, 5:52 PM Page 1 of 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Florida r Product Approval d sspp��vvrr I USER: Public User rm.YF,rLTa4i Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561-R5 Application Type Revision Code Version 2020 Application Status Approved Comments Archived O Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 495A) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 f954)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 3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License 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 Do Kim, P.E. PE-49497 QAI Laboratories 12/31/2023 James L. Buckner, P.E. @ CBUCK Engineering B Validation Checklist - Hardcopy Received FL7561 R5 COI certificate of independence.odf 1709.2 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k°/u3d 5/4/21, 5:52 PM Page 1 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 2 Option B 08/06/2020 08/07/2020 08/19/2020 10/13/2020 Summary of Products 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"x2ib EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 5( _IL2020 FBC-Elite Aluminum Corp Install Dwg_pd Verified By: Do Kim, P.E. PE 49497 Approved for use outside HVHZ: Yes 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 FL756 _)3_BE_FL 7561 Evaluation Report-2020 FBC.pdf Created by Independent Third Party: Yes living areas per FBC Section 1616 unless impact protection is provided. See installation drawing for nominal allowable design pressures and spans. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privagz 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 455.27S(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: M_ ® © eCi�ecA Credit• Safe seCu r iTi F.TR I CS' https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 514/21, 5:52 PM Page 2 of 2 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 (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1617 15.76 1303 14.10 20 13.44 13.44 IE.22 10.35 30 10.78 10.78 9A1 660 40 %22 922 660 2_5 50 B.17 817 3.79 60 7.40 639 0.98 70 6B3 45l 80 6.33 2.64 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 L/120 I L/180 I L/240 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 30 amo 2124 2147 20.85 20 18,06 18.06 Iao6 1B.D6 13 1513 la13 15,13 1334 13-14 1-4 1a34 .0I210 I210 10.91 W5.41 IL17 1117 IL17 BA3 10.44 10,44 10.30 5.95 9.85 9.05 6,13 3A7 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 Q120 L/180 L/240 30 17.50 1 1750 16.91 15.96 20 16.64 15.96 14.06 1216 3D 15.17 14,06 1121 836 40 13.69 1216 836 50 12.22 1026 551 60 10.75 8.36 2bfi n 70 9.27 6.46 BO 7.80 456 4' 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 L/240 6' 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 I L/180 FL/240 3' 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 ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2L97 21.97 2152 2M97 20 20.77 20.77 1996 18.76 30 1957 1957 1821 16.55 40 18.36 1836 1655 1434 50 1716 1716 1429 1243 60 15.96 1556 1324 9.93 70 14.75 14.7.9 1158 7.72 80 13.55 1355 9.93 551 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 L/180 L/240 10 23.93 23,93 Rasa 2a60 20 2320 2320 2aD3 2246 30 22.47 22.47 22I8 PL33 40 21.75 21.75 2133 20.20 50 21.02 2142 20.49 19.07 60 2029 eo29 1964 17.94 70 1957 19,57 18.79 1681 90 111.114 18B4 17.94 15.69 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-Hl54 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 roof panels 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 the Florida Building Code T6 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 allowable loads for site specific load conditions (including load combinations) using the data from the allowable load 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 of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I 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, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05- I990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 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 fan 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 ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 2011 20,03 19A2 11181 20 19.02 last 175E 16,35 30 17.93 17.58 15.73 13.89 40 16.83 16.35 1329 IL43 50 15.74 1512 1225 857 60 14.64 MB9 1021 6.92 70 13.55 1P.66 836 4.06 80 12.46 11.43 652 160 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2417 2417 2417 24.17 20 23.64 2364 Ea4t 23.11 30 22,57 22.97 21.90 21.01 40 21,51 2151 2139 11191 SD 20.43 O.45 18BB 162o 60 1939 1939 1737 14.70 70 18.33 1833 15BS 1259 80 1726 17.26 1435 10.49 6' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24,CD 24,00 24.00 2aB4 20 2365 2365 23.34 22.84 30 22.94 2254 22.59 2L95 40 2223 2223 2125 20.85 50 21.93 21.53 2L10 19.86 60 20.82 Rosa 2036 1887 70 2011 20.11 19.61 I7.87 BD 19.40 19.40 1Bs7 l6se SEAL .HINT WITH CONTINUOUS CAULKING 0000 000000 )OOOOOOOOOOC OOD { 1 OPTIONAL GUTTER OR DRIP CAP SLOPE 4' MAX WIDTH INTERLOCKING PANEL Cl/4'/FT MIN SLOPE) 090 090 Oe' I.s �onOnOno^O� 3N EPS CORE ILB OR 21-3 OOOOOOO ALUMINUM BOTTOM I "o I FACINGS Fes --CLEAR SPAN <U INSI➢E T➢ INSIDE 00 00 O.H. 00 00 ENGINEER OF RECORD TO PROVIDE AD➢ THICKNESS OF 000 36' MAX W FRONT 6 25% FRO F13R ROOF CONNECTIENS 4 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00 p OF PANEL 2 S2ES THIS OR ANY OTHER ENGINEER. PANEL SPAN, 00 (12' MAX AT SIDES) Do Y ; EPS ROOF PANEU SPAN DESCRIPTION Kim D❑ KIM & ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Taq.4 FL 33879 Td: (813) 85/-8855 Q W m zdzpaO, c� ILYQ OUU 0 ~ � 00 GEi�UL a- V oLL OMo.. EL m Q;�III c m III ;L. o E F V Q M G C Q:Q III LL�o V' W Q In co LL Na asasr DM YEOf+� KI RE0. ndh. ebaedejnxG l1.1hg A.P'seeided bYi ay. ai mpi . ,f This entaerolmnddned <B,rf and leafed nd Ni Drawing No. - FL-1001 SHEET 1 OF 1