Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL1'1011(lkt 1I31Il1UHIg I,UUL Vnllllt} raga 1 01 G W� d �N' �r r t L , r --�k'v' [u µ Y 1 3 , .......yy r 1 ' SCAIVNE® r � �� r �, .�e-••+r� , �' /"r ru �Ykr$ 1; -1 u a r t BY �.yf"�''�4.11 Y r P i :F I A f' . � i.`4%....==Y--:.�- n.._.dwu. ,..e»-..,s✓.<f, UC[5 Home Log In User Registration Hot'I'opics �I�1LTL� ��II, y^`/� P l/'i, L �f{U l �l Q'Qg9b! •w .•• r. rls... 0,naw...c...»,&m».wu v..__. SEX, . <i e 1 5 S IIL Publications 113C Staff 13CIS Site Map links Search Product Approval �t USER: Public User L'C4S4S�JLPrpy_il Iagn� > PrgeJSi .S'SL�R21iFglp.1`iS:L4h > ARILS-e�lign LiY,I > Application Detail FL it FI-7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/I°mail Authorized Signature Technical Representative Add ress/Phone/E"mail Quality Assurance Representative Address/Phone/Email 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@elite.aluminum.corn Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method (::valuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - hlardcopy 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 12/30/2022 Validated By C13UCK Engineering Validation Checklist - Nardcopy Received Certificate of Independence FL7S G1 _I?.g._ C;rai..., r::r: •, ._.-...i.!_C.!,..1 n IJ 4?.Ci;-ti 1l I; L, r'.•.':_ t�;l f Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FIE conVL https:H'%+ww.floe•idabuilding.org/pr/pr_app_dtl.aspx?l)aram==wGI:;VXQwtDgsq.ikzX72BetiC... 1/4/2018 rlurlua nulluxng t-oue Vnnne Product Approval Method Method 2 Option B k Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products Page 2 of "2 FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite Panels 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb 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 R4 II 2017 FBC-Elite Aluminum Corp -Install Instruct.Ddf Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Other: In HVHZ, not to be used in structures considered Created by Independent Third Party: Yes Evaluation Reports living areas per FBC Section 1616 unless impact protection is provided. See installation drawing for nominal allowable design pressures and spans. FI 7567 R4 AE FI 7561 Evaluation Report-2017 FBC odf Created by Independent Third Party: Yes Back Next Contact Us :: 25QI Blair Stone Road Tallahassee Fi, 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrieht 2007-2013 State of Florida :: Privacy Statement :: AccessibllAv 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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: Mr ® ® eCtL A Credit Card Safe secllritYM1 mucs- https://w,ww.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72BeuC 1 /4/2018 ELIT ANEL SPAN BEES 3' x 0.024 x 1 - LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)I L/80 I L/120 I L/180 I L/240 4- 4 x - 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 I6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) I L/80 I L/120 I L/180 L/240 10 23.00 2124 21.47 2DA5 20 IB.06 IB.06 1886 18.06 30 15 .13 1513 15.13 15.13 40 133a 13.34 13.34 1334 50 12.30 12.10 12.10 10.91 60 11.17 11.17 1117 8.13 70 10.44 10.44 30.30 5.95 80 9.85 9.85 8.13 3A7 FILE COP`( 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3x 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 I L/240 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 2334 23.21 2122 2022 30 22.10 PL63 19.42 17A2 40 20.86 2a05 17.02 13.82 5o 19.62 1&47 14.62 10.62 60 1838 16.89 1222 7.42 70 17.14 1530 9.82 4.22 80 15.91 13,11 7.42 La 3' 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/I80 I L/240 10 1?33 1B.95 1831 17.66 20 11 .11 17.66 1636 1546 30 1680 1636 14.41 12.46 40 IS49 15a6 12.46 9.86 50 14.I8 13.76 lOSl 726 60 12.87 12.46 8.57 4.67 70 1157 11.16 662 E07 80 10.26 9.86 4.67 - 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 to 2L97 21.97 21.52 20.97 20 20.77 20.77 19.86 le.76 30 1957 19-57 18.21 16,55 40 18.36 1836 1655 1434 50 1716 1716 1489 12.13 60 - IS% 15.96 132a 9.93 N 70 14.75 14.75 1158 80 I3S5 1355 9.93 SS1 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 I L/I80 L/240 10 23.93 23.93 2388 1 2360 20 2320 2320 23.03 1 22.46 30 22.47 22.47 22.Ie 2L33 40 21.75 21.75 2133 2020 50 2L02 21.02 20.49 19.07 CO- 2029 2029 19.64 17.94 70 1957 1957 18.79 16.81 80 18.84 18.84 17.94 15.68 GENERAL NOTES I . Composite panels shall be constructed using type 3003-11154 aluminum I'acin`;s. 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 (im) 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 6' 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 In 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. S. Ddlection limits and allowable spans have been listed to meet FBC including the IIV71Z. In H VHZ. this product shall be used in structures "not to be considered living areas' per Section 1616 unless impact resistance in accordance to the HVI IZ 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 I and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM L'72-05: Strength Test of Pancls for Building Construction. S. Reference lest reports HE-'fl-05 1988. HE'rl 06-2104. HETI-06-2066. HETI-06-2103 HETI-06 7f167, HE!'I-05 1002, HETI- ___ OGr2LU_1, HL"CI-OS-1487, HL"1'I-06 2W9, I IL.L1_-0G-207U, NE77-0G-�071, tIL"fI-US 199a IiE'fI U5,1991, HCI'I UGr2072,_ _._. -_-_-- IiET1-q5-2073, IIETI-06-2074. IiLT1-05-1996.IIETI-OS-1989. I•IEI'I-OS-I993.1IETI-0�985. IIETI-05-1995, IiET1-05- 1990. HETI-05-1997. HETI-05-2037. 1-1I:I'1-05.2029, HETI-05-2039, HE'rl-05-2030. H1:'r1-05-2041, HETI-05-2048. HErl- 05-2036, HETI.05-2031, HETI-05.2038. HETI-OS 065, IIETI-05 2040. HEr1-05-2042. 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 Can beams. Design professionals may include the siren-th of the fan beam to exceed shown ficures as Dan ofsite-specific engineering. _ 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) 4' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN <FT) 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240 SEAL JOINT WITH CONTINUOUS CAULKING 0000M001, 0000)OO O O O O C N FA N iNTFRLOCKING CROSS SECTfON SLOPE I PANEL (1/4'/FT MIN 4' MAX WIDTH INTERI 1 j UOO000000000 JS .00000 0 0 O EPS CORE ILB DR 2LB o°o°o° / ALUMINUM BOTTOM J O f FACINGS D l�-CLEAR SPAN (U INSIDE TO INSIDE C� DETAIL BY EPS ROOF PANEU SPAN DESCRIPTION DO KIM 6 ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Temps. FL 33679 Tel; (813) 867-9955 cc (9 Y n m IL m `o >' (o O 0) J 0.2 LL E. m O U U NFU E N j 4 0 o Go J U O Lu K J Q (n > J Of W Of <za W CO I- U z oDa. U 4 W W - O OZwZ 22:G OJ In U. ¢ ❑ a Of W a J It I CRECKED BY; DYK I OPTIONAL GUTTER OR DRIP CAP Y, k OQ �GENSer�% -' DO'VE6 KIM. P.E'-. . *' FIJL REG. NUMBER49491* . x Ax DO KIM 6 ASSOCIATES, LQ Z5887 4r/ . . ao1;6X 10039 ' 2 .: .. n �CiR?•iRUi��� VS . "014Avl k.k4grFaL =�25X-oi.lory 2 SIDES an. rr,�.cvwssrw+. Nle...- .e.lowana,.naw..,s4.,4 Drawing No. - FLA 001 SHEET 1 OF t