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g PORT CHARLOTTE,FLORIDA 33952 ••� ?I°•`r,�c`
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(941)391-5980
LOPEZ www.flengineeringilc.com
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FL# FL7561-114 ST. Lucie County, Permitting
Application Type Revision
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@doldmenglneering.net
Technical Representative Bruce Peacock
Address/Phone/Emall 4650 Lyons Technology Parkway
Coconut Creek,FL 33073
(954)949-3200
bpeacock@elltealuminum.com
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 Architect or a 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,Inc.
Validation Checklist-Hardcopy Received
Certificate of Independence
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
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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
Summary of Products
FL# 1 Model,Number or Name Description
7561.1 I Aluminum/Aluminum Composite 3"/4"/6"x0.024"x11b EPS Composite Panel,3"/4"/6"x0.032x11b
Panels EPS Composite Panel,30/4"/6"x0.024"x21b EPS Composite
Panel,3/4"/6"x0.030"x21b EPS Composite Panel,
[Limits of use —' installation Instructions
Approved for use In HVHZs Yes CL%qcA d, r.a_ir .,,,
Approved for use outside HVHZ:Yes
Impact Resistants No Verified By: Do IGm,P.E.PE 49497
Design Presisure:+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 <" -
provided.See installation drawing for nominal allowable design : Created by Independent Third Party:Yes
pressures and spans.- — — — — -�`-- — - ^— -
Contact Us::2601Blair Stone Rad,Tallabassee FL 32399 Phone:850-487-1824
The State of Rorida Is an AA/EEO employer.Commiaht 2007-2013 State of Florlda.::Prlvacv Statement::AecerslbOlty W12ment::Refund Statement
Under Florida law,email addresses ere public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the ofrice 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 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 ars a licensee under Chapter 455,F.S.,
please dick here.
Product Approval Accepts:
El F-1 ®W;-.4 Ej
Gre&Gard
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httnm•//fIndrinhkdldinn nm/nrinr onn dfl oanvinarorr`- tzzvynuhnnan 1hY79R��r' NA9....aL7i.RgVMaorW..Ai.....oL7.1 nr�
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 3' x 0.032 x 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0,030 x 2 - LB EPS PANELS D❑ KIM
(ALLOWABLE CLEAR SPAN CHARTS) ([1110`/ABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ABB OQIATEB,LLo
MET MAX, ALLENABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE; ALLOWABLE ALLOWABLE ALLOWABLE
LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 I L/120 I L/180 L/240 LOAD (PSF)' L/80 STRUCTURAL L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 ENGINEERS
10 1517 1576 1903 1410 10 1750 (7.50 16.91 19% 10 19.33 18,95 1831 17.66 10 20.n 20.03 19.42 18.81
20 1344 1344 IEEE 10.35 20 16.64 15.96 14x6 12,16 20 1&ll 17.66 1636 1506 20 19.02 18.81 17.58 1
30 SO.JB •7B 941 6.60 30 15.17 14.0 1121 836 3D 650 t 1/,AI IPA6 30 17.93 I ae 15.7 N4.3
POanXiW]a
40 J229 660 2.855 40 1369 12.16 &36 17G 40 15.49 1506 12,46 906 40 173 I6 13.89 TagwFLISM
30 817 all 3.79 - 50 12.2E 0.26 551 0.6 50 118 1.76 10.71 26 50 1S74 a 1205 Tot(et3)6S741Wa
60 7.40 39 698 - 60 10.73 8.36 266 - 60 .B7 1 A ea 4.67 0 14.64 3,89 70 G8 4,5 - - 70 927 - - 70 11.5 1U 66E ED7 70 135 866 836 �, �� �80 7.80 4,56 - - 0 10269e6 { 7 BO 1246 ,43 6.52
®y�lr Eftbt PAOMW
4' x 0.024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS) (ALLO1!ABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) �
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT)
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE Q
LOAD (PSFJ U80 L/120 L/1B0 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 LOAD (PSF)' L/80 I L/120 L/180 L/240 LOAD (PSF)' L/B0 L/120 L/IBO I L/240
30 1900 5,65- 1717 1653 ID 20.50 2050 1 2204t 1924 W 2197 EL97 ELSE 20.97 ID 24.17 2417 241 24.17
20 - ;501 15,01 Deal 1395 20 1961 1924 17,49 17.74 20 20.77 2677 I9.06 1&76 20 2364 23.64 23.41 8311
30 3250 1250 12.70 11.38 30 1&17 17.49 14,B7 3224 30 19.57 1987 -tam 1655 30 22.57 22.57 -21-
Ir Nil
40 1447 1697 10.97 BBO q0 16.72 74 1224 874 40 3836 19:5 16.75 1434 40 2151 2161 20.3950 A13 9.92 9 4 6.22 50 15.28 1399 9.62 5.21 50 1 16 116 1489 1213 50 20.45 EDA$ leas60 9113 913 7,51 364 60 138'• 122{ 700 1.73 60 i5% 15.96 1924 9.93 50 1939 19.39 1.3770 BR 9.58 1.07 70 12:10 1649 435 - 70 14.5 14.73 115E 7.72 7Q 833 38 902 D 36 - 80 10.93 & 175 - s,0 1 5 139 9.93 I a0 17.25 1 2 I4 S d
6' x 0.024 x 1 - L$ EPS PANELS 6' x 0,032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' ;: 0,030 x 2 - LB EPS PANELS Cn a
(ALLOVABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPkN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) m c
z
NET VAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) og
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE V o O�a
LOAD (PSF):' L/80 L/120 L/180 L/240 LDAII (PSF)' L/80 L/120 L/180 L/240 LOAD NSF)' L/80 L/120 L/180 L/24D LOAD CPSF)' L/80 L/120 L/150 1/240 E�c Ym U Q p
10 2300 8124 21-87 20.83 10 24.00 24.00 29x0 23,42 10 2393 2393 23.68 2360 10 e4MG a4.0 -----24--GTT- 23.01 S
EO IB,06 18.06 1fl06 I8,06 20 2334 2321 21.82 20.26 20 23.20 2320 eam 22.6 20 2.65 8365 23.34 &B4 1-V O S
30 15,13 19,U 15.13 18 3 30 2210 21.63 19.42 17.02 30 247 E 7 @,fa 8133 30 .94 e2.94 28.59 E1.B5 N Tj (�
90 1 34 1 1334 13.3 40 E0.B6 7 -7-725T- I 40 E673 75 213 20.20 40 2223 PPO'. 21' 20.85 a p CC ! Q
SO 12.10 1210 1210 0.93 50 lA 18.97 146E 10.62 50 21,42 83,02 20.49 19.07 50 3 EI 3 21]0 19.86
60 1117 1 111 &43 60 1&39 6a9 1222 TAE fie 2¢87 20 9 19.64 17.94 60 2a a 20.82 20. 18.87
J
7o A4 4 1030 5.93 70 1714 30 982 422 70 1977 19.57 18 70 2011 E0.11 19.61 17.67 (� 40
0 985 4.115 843 3A7 80 15.91 {3.78 7,92 2 ;,0 .84 1&04 17.94- I5,6B BO 19,40 19.40 1887 16,88 a 12
GENERAL NOTES U!
1. Composite panels shall be Constructed using type 3003-11154 aluminum facings,I or 2 PCF ASTM C-578 4mrpemer brand EPS H
emu SEAL
sEAL So1Nr INT WITH
adhere to aluminum lacings with Ashland Chemical 2020D M. grip.Fabrication to be by Elite panel products only in --1
accordance with approved fabrication mc(hods. O O O O 000000 oaAwasn orx
2 EliteroofismelsmalmalnaUL17150m)class'B'(ext)ratingandaro!tER-501 approved, J O O O O O O O O O O C oaEx6oBr orX
3. This specification has been deiigned and shall be fabricated in accordance with The requirements of the Florida Building Cade Baur ASRlmlONN
6111 Edition(FB4 composite panels comply with Chapter 7 Section 720.Chapter 8 Section 803,Class A Interior finish,and
BUTT oAt� m4enx
U'w
Chapter 26 Section 2603.AD local building code amendments shall be adhered to as required. INTERLOCKING CMSS SECTION PTION e•.::
4. The deslgtlep shell deneanlne by accepted engineering practice the allow lblo loads for site specific load conditions(including � ? y kl"
land combinWions)using the data from the allowable load;tables and spans in this approval, DRIP y�opE a MAX vmiN ttarEgLOeKwc a o.;;tC2N�E•!lJ
5. Deflection[Traits and allowable spans have been listed to meet FBC including the ITW17 1n HV61CAP
T,this ptndnet shall be ItS>B PANEL Cl/4/FT MIN SLOPD ,
is soructureb'•not to be considered living areas'per Section 1616 unless impact reslstBrlce in accordance to the HVHZ 000000e000 a F} 0 0 °psM•"+
e EPS CORE ILB OR eL1 0-001000
cU.I�O.Nu1�leEHily6B..'
lequiromentsmemet 00 000000000 n 0000 It th
6. Saky fhetor of 2.0 has been used to develop olloauble loads and spans,li•om testing In accordance to the Guidelines for NSa4INUN BOTTOM oo o - v ooNU�rlAss6vATEa C
Aluminum Structures Pmt 1 and conforms to t11c FOC Chapt r 16 and ZD. I FACINGS oo� :gyp rAe zdt r
7. Testing has been conducted In accordance to ARTM Lr72-05:Stre.Wh Test of Panels for Building Construction I-� GEAR svau a)ws[nE ra nalaE 00 aN tal'66X'13=1 2W
o a :, tptr]a ;•
S. Reference cost tepDltc Ht;r1-05-1988,HETI-06.2104,HE114)6-2066,HETI-06-2I0S,HETI-06.2067,HhTI-O5-1002,HETI- 00000
06 2107,iIETfA5-1987,EIEI'r.06.2069.IiETI-06-207(),HEri•06-2071,19ET1-05-1994,IIFTI-05-1991,E(ETI-06-2072, ENGINEER OF REonxn i0 PrtovlBE oo n.ee.l.. f b�oli2aD.x
HETI-a&2(173,HETi-062074,HETT-05-1996,HETI.05-1969,HETi-05-1993,HETi-OS-1985,HE71-05-1995,HETf-05- F13R ROOF DaNNECTIDNS i ABB TNtcaVESS OF 00 36•MAX IN FRONT 6 25% o,nm .��s,.
T SUPPORTING STRUCTURE DETAIL BY WALL FUR TOTAL 000 OF PANEL vnnN B SIRES .A4 .w.ra+4.+.rwe�+.+4-+
05.20 f[-05- -20 1,HE 5-2037, 8,HEOS-2029,N,HE-171-05-20 0,HETI.2030,HE fI OS 2041.HETI-052048.HETI- THIS OR pm OTHER ENGINEER. PANF1 SPAN, Oo CD2'MAX AT SIDES) --lot 0
05.2036,HE77.OS-2031,HET[-05-2038,HET[-DS-2065,HETI.OS-2040,HETI-05-2042.
9. Linear interpolation shell be allowed for figures within the tables shown.
10-Panels with fan beams shall be co111,idered equivalent to similar Drawing No.-FL-1001
q panels without fan beams Design profe•9lotlals may include
the of EPS ROOF PANEU SPAN DESCRIPTION SHEET t of t
line to exceed aholm flames � a of site-sfie en )nee
{
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DD KIM & ASSOCIATESI, LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No.26887
Product Evaluation Regort
Date: August 10,2017
Report No.: FL#7561-114
Product Category: Roofing
Product sub-category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek,FL 33073
Phone:800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates,LLC and Do Kim,P.E.for Elite
Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule
61G20-3.005(2)Method 2(b)of the State of Florida Product Approval Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates,LLC and Do Kim,P.E.do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code,6`s Edition
(FBC)and where pressure and deflection requirements,as determined by Chapter 16 of the Florida
Building Code,do not exceed the design pressures as shown on the approval.
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Do Kim,P.E.
FL#49497
P.O.Box 10039 813.857-9955
Tampa,FL 33679 dk@do)dmengineeringnet
Sheet 1 of 3
Do KIM & A5930CIATE8, LLC
CONSULTING STRUCTURAL ENGINEERS
Supporting Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code Oh Edition(FBC),Section 1709.2.
2. Drawings:
a. Drawing No.FL-1001 titled"EPS Foam Core Composite Panels",Sheets 1 and 2
prepared by Do Kim and Associates,LLC.,signed and sealed by Do Kim,P.E.
3. Testing
a. Testing per ASTM E72-05 as performed by Hurricane Engineering&Testing,Inc.
(HET),and reported in test report numbers HETI-05-1988,HETI-06-2104,HETI-06-
2066,HETI-06-2105,HETI-062067,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-062073,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-052039,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.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or rational analysis,prepared,and submitted by Do Kim,P.E.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing-Institute,LTD.(QAI
Laboratories,LTD.)(FBC Organization#QUA7628).
P.O.Box 10039 813.857-9955
Tampa,FL 33679 dk@dokimengincering.net
Sheet 2 of 3
DO Klin & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 6h Edition(FBC),Section 1709.2.
2. Large and small missile impact resistance has NOT been tested to or evaluated for in this
approval. 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.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site-specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation(NOA No. 16-1129.05)adhere
to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715(int)class 'B' (ext)rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
of the 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.
8. 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.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ(L/80
for spans< 12'-0"and L/180 for spans>12'-0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination,and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG.FL-1001.
b. Panel spans shall not exceed those Iisted in the tables of DWG.FL-1001.
P.O.Box 10039 813.857-9955
Tampa,FL 33679 dk@dokimengineering.net
Sheet 3 of 3
Do Kim & ASSOCIATES® LLC
CONIOULTINC; STRUCTURAL ENGINEER-9
Florida Board ofEngineets Certificate ofAuihorinflonNo.26887
Cr
Ceer�„d&ak oIndependence
Do Kim and Associates,LLC_and Do Kim,RE.do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval pr-ocess
of the product named in the accompanying Florida Product Approval
FL#449497 `
P.O-Box 10039 813.374.0321
Tampa,Ft.33679 813.374.0322(fax)