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HomeMy WebLinkAboutCroteau, PA 312/11/2020 Florida Building Code Online RegulationBusiness & Professional BCIS Home I Log In 1 User Regist,Uon Hot Topics i Submit 5urcharge Stats & Facts Publiwtiuns Contact Us BCIS Site Map ! Llnks Search Product Approval USER: Public User db"pr Product Auym-I Menu > ntoauR ar Agoliwtiun 5 —h > A9911tado1 U, >_Appglptlo i Detail FL # FL7561- Applicatlon Type v slon Code Version 2017 Application Status Approved Comments Archived 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 dk@dokimengineerling.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@el iteal u m i nu m.co m Quality Assurance Representative Address/Phone/Email Category "RooFlng Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered 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 QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L. Buckner, P.E. @ CBUCK Engineering :' Validation Checklist - Hardoopy Received Certificate of Independence FL7561 R4 CO[ Cert of Intlenendence Uff Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 hdps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc % 2bRBYM6sOHgAjmo%3d 1 /2 12/112020 Florida Building Code Online 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 Date Revised 08/06/2020 Summary of Products l 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"x211b EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in NVNZ: Yes FL7561 R4 1 2017 FBC-Elite Aluminum Coro -install In ruct.pdf Approved for use outside NVNZ: 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 FL7561 R4 AE FL 7561 Evaluation Re-2017 FBC pdf provided. See installation drawing for nominal allowable design Created by Independent Third Party: Yes pressures and spans. F Centart Us :: 260a Blair Stone Road. Tallahassee FL ]2]99 Phan.: 850-487-1824 The Stale of Florida is an AA/EEO employer. CgovriaM1t 007- Ol r✓ of Flontla :: RmgItV Statement :: Acres,IbibLy Statem :: aefund Statement Under Florida law, email addresses are public records. If you do nut want your a -mail add,,, re1—d in response to a publicrecords request, do not send .1—it, mail to this entity. Instead, cunt— Me office by phone or by tmditi... I mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addmss if they have one. The email, pmvided may be used for offdal communication with the licensee. H—,re,,it addresses are public record. If you do not wish to supply a personal address, please pmvide 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 dirk here . Product Approval Accepts: CE ® El Credit Card Safe https:lhvww.flaridabuilding.org/pr/pr app_ tl.aspx?param=w43EVXCWDgsgJkzX728euCecN82vc%2bRBYM6sOHgAjmo%3d 2/2 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)l MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 16.17 15,76 15.03 14.10 E0 13.44 13.44 12.22 10.35 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 2a5 50 817 8.17 3.79 - 60 7.40 6.39 0,98 - 70 681 451 - - 80 6.33 2.64 - - 4' 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 10 19.00 19.00 17.17 16.53 20 15.01 15.01 15.01 13.95 30 12.50 12.50 12.50 11.38 40 10.97 10.97 10.97 8.80 50 9.92 9.92 9.44 622 60 9.13 913 751 364 70 8.52 8.52 5,58 1.07 80 8.02 8.02 1 364 1 - 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 10 23.00 21.24 21.47 20.85 20 18.06 18.06 18.06 18.06 30 15.13 15,13 15.13 15.13 a0 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 1044 10.44 10.30 5.95 80 9.85 9.85 1 B43 3.47 3' x 0.032 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 10 17.50 17.50 16.91 15.96 20 16.64 15.96 14.06 12.16 30 15.17 14.06 11.21 40 13.69 12.16 8.36 50 12.22 10.26 5.51 60 10.75 8.36 2.6670 N4.556 9.27 6.46 . 80 7.80 4.56 - 4' x 0.032 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 10 20.50 20.50 20.11 19.24 20 19.61 19,24 17.49 15.74 30 18.17 17,49 14.87 12.24 40 16.72 15.74 12.24 8.74 50 15.28 1399 9.62 5.25 60 13.84 12.24 7.00 1.75 70 12.40 10.49 4.38 - 80 10.95 874 1.75 - 6' x 0.032 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 10 24.00 24.00 24.00 23,42 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19.42 17.02 40 20.86 20.05 17.02 13.82 50 19.62 18,41 14.62 10.62 60 18.36 16.89 12.22 7.42 70 17.14 15.30 9.82 4.22 80 15.91 13.72 7.42 1.02 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOA SF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/ L/240 SO 19.33 18.95 18.3 17.66 0 18.11 17.66 16,36 1506 30 16.80 16.36 14A1 12.46 40 15.49 1506 12.46 9.86 50 14.18 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 70 11.57 11.16 6.62 2.07 80 10,26 9.86 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 21,97 21.97 21.52 20.97 20 21177 20.77 19.86 18.76 30 19.57 19.57 18.21 40 18.36 18.36 16.55 50 17.16 17.16 14.89 :U7.72 60 15.96 15.96 13.24 70 14.75 14.75 11.58 80 13.55 13.55 9.93 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 23.88 23.60 20 23.20 23.20 23.03 22.46 30 22.47 2247 22.18 40 21.75 21.75 21.33 50 21.02 21.02 20.49 60 20.29 20.29 1964, N17.94 19.57 19.57 1879 18.84 18.84 17.94 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H) 54 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 UL 1715 (int) class `B' (ezt) 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 6'h 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 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 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. M E72-05: Strength Test of Panels for Building 7. Testing has been conducted in accordance to AST g g Construction. 8. Reference test reports: 14ETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-96-2067, 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 L/120 L/180 L/240 10 20.11 20.03 1 1942 18.81 20 19.02 18RI 17.58 16.35 30 17.93 17,5E 15.73 13.89 40 16.63 16.35 13.89 11.43 50 15.74 15.12 12.05 8.97 60 14.64 13,89 10, 21 6S2 70 13.55 12.66 8.36 4.06 80 12,46 11.43 6.52 1.60 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 24.17 24.17 24.17 2417 20 23.64 23.64 23.41 2311 30 22.57 22.57 21.90 21.01 40 21.51 21.51 20.39 18.91 50 20.45 20.45 18.88 16.80 60 19.39 19.39 17.37 1470 70 18.33 18.33 15.86 12.59 80 17.26 17.26 14,35 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/l20 L/180 I L/240 10 24.00 1 24.00 24 23.84 20 23.65 23.65 23.34 22.84 30 22,94 22.94 22.59 21.85 40 22.23 22.23 21.85 20.85 50 21.53 2153 2IA0 IT86 60 2082 20.82 2036, 1887 70 20.11 2011. 1961. 17.87 80 19.40 19.40 18.87 16.88 DO KIM & ASSOCIATES, LLIO CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 Rer.IDa16 DeSCnPf100 am /� �� Edition PRODUCT INS Cl) ate `o o LL U oY c 3 U m NFU E N 7 C Q J 0 � WIInnU 7 Q UU 1 > W OL LL LL 2< H (n F gU z 0 0-0 pia U Q W U1-❑ 05w U ? ♦- Oj� LL Q 0 co it W Q LL LL SEAL JOINT WITH CONTINUOUS CAULKING U U U U U U U DRAWN DYK CHECKEDD BV: DYK OO000 1.tt OOO 000000 0000 ) O O O O O O O O O O( a s SCALE: AS SHOWN _, BOTTOM FACINGS DATE: V19112 - ' INTERLOCKING CROSS SECTION OPTIONAL GUTTER OR DRIP CAP Q SLOPE 4'ANMAX WIDTH INTERLOCKING ,Y. OOL\'ENSF P� EL (1/4'/FT MIN SLOPE) v 0O O O - DO'VMkIM, RE.:: ' 00000000000 wia EPS CORE 1LB OR 2LB O O O O aq 0o0o000 - = it FLA. REG. NUMBER 494B7 .it 00000000000o ALUMINUM BOTTOM DO KIM& ASSOCIATES, LUZ FACINGS I yqk 2§887 2{V P1580k 10039 k--CLEAR SPAN (L) INSIDE TO INSIDE O,HNAL t ENGINEER OFRECORD TO PROVIDE THICKNESS OFMAX IN FRONT &25%SUPPORTING de[FOR ROOF CONNECTIONS &ADD PANEL SPAN -MAX AT SIDES) STRUCTURE DETAIL BY WALL FOR TOTALANEL WIDTH @ SIDESTHIS OR ANY OTHER ENGINEER. Drawing No. - FL-1001 EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 OF