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HomeMy WebLinkAboutProduct Approval; Roofing2 as b I3CIS Home I Log In d I b a (-Fi t RECEIVED Product Approval USER: Public User L SEP 17 2021 Product Approval Menu > Product or Application Search > Application List St. Lucie County Permitting ,Sew arch Criteria Refine Search Code Version 2020 FL# 7561 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method 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 - Applications f1#_ Ivoe Manufacturer Validated Bg Status FL7561- Revision Elite Aluminum Corporation James L. Buckner, P.E. @ CBUCK Approved K Category: Roofing Engineering History Subcategory: Products Introduced as a Result of New (561) 491-9927 Technology -Approved by DBPR. Approvals by DBPR shall be reviewed and reurlea by cne PUI: and/or me I.ommission IT necessary. 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: Credit Card Safe RLE COPY https://www.florldabuiIding.org/prlpr_app_Ist.aspx 9/15/21, 1:01 PM Page 1 of 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Unks I Search I b a "' Product Approval VVa�gg;;�cc++ is USER: Public User LkyrrrsF':c Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F1.7561-115 Application Type Revision Code Version 2020 Application Status Approved Comments Archived 0 Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 j954)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 (954) 949-3200 bpeacock@eiitealuminum.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 Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2023 Validated By James L. Buckner, P.E. @ CBUCK Engineering 2) Validation Checklist - Hardcopy Received Certificate of Independence FL7561 5R COI certificate of indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc°/u2bRB4bKA13Rr85k°/u3d 9/15/21, 1:02 PM Page 1 of 2 Product Approval Method Method 2 Option B Date Submitted 08/06/2020 Date Validated 08/07/20ZO Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 summary of Products I 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 Installation Instructions Approved for use in HVH2: Yes FL7561 R5 II 2020 FBC-Elite Aluminum Com Install Dwq pddf. Verified By: Do Kim, P.E. PE 49497 Approved for use outside HVH2: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/-80 Evaluation Reports Other: In HVH2, not to be used in structures considered FL756 1�5—AF_FL 7561 Evaluation Report-2020 FBC.pdf living 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. Back ngjjt 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 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 available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick barg. Product Approval Accepts: UMM ® © cLiieck Credit Card Sate https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRB4bKA13Rr85k%3d 9/15/21, 1:02 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 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 1 L/80 I L/120 I L/180 L/240 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 6' 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 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 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)I I L/80 I L/120 I L/180 L/240 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 1/120 L/I80 L/240 IS 1933 UL95 IBM 17.66 20 1031 17b6 1636 15.06 30 1680 1636 14.41 I2.46 0 1549 1596 12,46 986 50 1418 13,76 IOSI 726 60 12.07 12A6 0S7 4,67 7D 1157 ILLS 6,62 2107 80 10.26 9.66 4.67 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 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 M93 M93 Raw 2360 20 2320 2320 2303 22.46 30 22A7 2a47 me 2L33 40 E1175 21.75 2133 20.20 50 2L02 ala2 ROA9 19.07 60 B029 2029 1944 17.94 70 19.57 1957 R 79 16.81 80 10.84 1084 17.94 1568 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 roof panels maintain a AI, 1715 (int) class 'B' (e%t) 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 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 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, 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- 1990, 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 I L/120 I L/180 L/240 10 Ron 2003 19AE lam 20 19.02 im 1758 16M 30 17.93 17ZO 15.73 13x9 40 1683 1635 M29 11013 50 15.74 1532 12.05 897 60 14.64 1389 1021 652 70 13M 12.66 8.36 4A6 80 12.46 IL43 6.52 1b0 4' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLEI LOAD CPSF) L/80 I L/120 I L/180 I L/240 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 2480 2480 24.00 23.84 20 23.6s 23b5 2334 e284 30 EE94 M94 ea59 21.85 40 22.23 2223 2185 e035 50 2153 2153 RUG 19.86 60 20.92 2022 2036 iaw 7o Roil 20.11 1961 17.67 80 19.40 1940 1827 Ism DO KIM & AS6CCIATE8, Ll CONSULTING STRUCTURAL ENGINEERS PO BM Iowa Tip, R. 33S78 Tt (513) 60741665 O l0 �Zd 00 a�Od L°at-- �o z C)a O 0�0a. E Cm LU 111 E~� Of Z W147 LL�A to N W O tL SEAL JOINT WITH CONTINUOUS CAULIONG i 0000 000000 d� MAWNM. Onr i0000000000C �a CEp�D8Y GYK Aryr• ASSHDOM DATE, in nonao 1 INTERLOCKING fiinSS SECTION OPTIONAL %( r 0,..•.••..••• GUTTER OR DRIP CAP 0,.'�,1GENSF •.'!/ SLOPE 4' MAX WIDTH INTERLONG CKI PANEL (1/4'/FT MIN SLOPE) 00000000000 O O O O O EPS CORE 0000000 DO YEDN P E REG. LLB OR 2LB 00000000000 O. Pa 0000000 FIA N49'107 �0 ZES.L.LVA ALUMINUM BOTTOM FACINGS OpVO \� KiDa6As A CLEAR SPAN G-) INSIDE TO INSIDE 00 I1H, \`Sj ••T (�� 000 `s/ONAL.� ENGINEER OF REC13RD TO PRDWOIE FOR ROOF CONNECTIONS 6 ADO THICIaffTS OF 00 00 36' MAX IN FRONT 6 SUPPORTING STRUCTURE DETAIL. BY WALL Fmt TOTAL PANEL SPAth DE 00 OF. PANEL WIDTH 2 SIDES rnts�n de MAX AT SIDES) hmb-dieWyltmdmd,oeeby THIS DR ANY OTHER ENGINEOL 00 aov Do Y coc me�o,moaa�,m seA�d,a�� ..-........... Drawdttg EPS ROOF PANEU SPAN DESCRIPTION IGm " i or-7001 SHEEET or 1