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Product Approwi Menu>Product or Apoiication Search>Application List>Applit'ation DefaA
FL# FL7561-R5
Application Type Revision REVIEWED FOR
Code Version S 2020
Approved
CODE COMPLIANCE
Application Status Approved
ST. L CIE COUNTY
Comments p O C C
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@dokimengineering.net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek,FL 33073
(954)949-3200
bpeaSoc k@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
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 12/31/2023
Validated By James L Buckner,P.E.@ CBUCK Engineering
. Validation Checklist-Hardcopy Received
Certificate of Independence FL7561 R5 COI certificate of indeoendence_odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
-Sections from the Code
1709.2
hftWJ/floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82ve`/o2bRB4bKA13Rr85k%3d 1/2
1/5=21 Florida Building Code Online
Product Approval Method Method 2 Option B
Date Submitted 08/06/2020
Date Validated 08/07/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
surnmag of Products
FL* Model,number or Dame Description
7561.1. Aluminum/Aluminum Composite 3%4'/6"x0.024`xilb EPS Composite Panel,3"/4"/6"x0.032x1lb
Panels EPS Composite Panel,3"/4%6"x0.024"x21b EPS Composite
Panel,3/4%6Sc0.030'c21b EPS Composite Panel,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F7 7561 RS If 2020 FBC-Elde Aluminum Corp Instati Dwg.pdf
Approved for use outside HVHZ:Yes Verified By:Do Kin,P.E.PE 49497
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 living FL7561 R5 AE FL 1561 Evaluation Report-2020 FBC Ddf
areas per FBC Section 1616 unless impact protection is Crated by Independent Third Party:Yes
provided.See installation drawing for nominal allowable design
pressures and spans.
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. 00 KI M
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES,LLC
NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD CPSF)1 L/80 L/120 L/180 L/240 ENGINEERS
10 16.17 15.7 15.03 14.10 10 17.50 17.50 16191 15.96 10 19.33 8.93 18.31 17.66 10 20.11 20.03 19.42 18.81
0 13,44 13.44 12,Be 10,35 Be Is.4 5.9 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19,02 IB.BI 17.58 16.35
3D 10.78 10.78 9.41 6.60 30 13.1 14,06 11.21 8.36 30 16.80 16.36 14AI 12A6 30 17,93 17,SB I3.73 13.89 PO BOX 10038
40 922 922 6.60 2.85 40 13,9 1L46 8.3 4,6 40 15,49 I5.0 1Z46 9,8E 40 16.83 I6.3S 13.89 1.43 Tampa,FL 33070
50 9.17 8.17 3.79 50 222 10.2E SSI 0.7E 90 14.18 13.7E 10.51 726 90 15.74 19.1E I2.05 8.97 T41:(813)857-BBS9
60 7AD 6.39 0.98 60 10.75 8.36 2.6E 60 12.67 12.46 8.57 4.67 60 14.64 13.99 1021 6.52
70 6.81 4.51 70 927 6.46 70 I1.57 11.16 6.62 2.07 70 13.55 12.66 8.36 4.06 RwJOe DBBCn On
so 6.33 E.4 - - 80 .80 4.5 - 80 10.26 9.86 4.67 - Be 12.46 11.43 ,52 1.So
2011 'ARE R000CT
Pp OVAL
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 0o E4mo�aA oucr
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
NET NET NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT)
MAX, ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT)
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 �
10 19.00 19.00 17,17 16.53 10 20.50 20.30 20.11 19.24 10 21.97 21.97 ELSE 20.97 10 24.17 24.17 24.17 24.17
20 W.01 15.01 15.01 13.95 20 19.61 1924 17.49 15.74 Be 20.77 20.77 19.8E 18.76 20 23.64 23.64 23.41 23.11
30 12.50 12,90 12.50 11.3E 30 1e.17 17,49 14.87 M
30 1957 19.57 1821 16.55 30 22.57 22.57 21.90 214110,97 10.97 10.97 8.80 40 16.7E 15.74 1884 40 19,36 18.36 16,55 14.34 40 21.51 21.51 20.39 19.919.92 9.92 9.44 622 90 15.20 13.99 9.6E 50 17.16 17.16 14.89 12.13 90 20.45 20.45 lean I6.809.13 9.13 7.31 3.64 60 13.84 1224 7.00 60 15.96 15.96 13.24 9,93 60 19.39 19,39 1737 14.708S2 BS2 5.SB 1.07 70 12.40 10.49 4.38 70 14.75 14.75 11.58 7.7E 70 18.33 SB.33 15.86 12.59Sea 8.0236480 10.95 8.74 1.75 80 13.55 13.55 9.93 5.51 80 1726 17.26 14.35 10.49 7j Z!L
IL
6' x 0,024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS =;S vv�N
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 12CL M in>>
98;0-1, 02�0
NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) 0.2 IL �N Cr
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE V 0 y O O a
LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/I80 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 w O
to 23.00 21.E 21.47 2025 10 a4.UU 1 24.00 24.00 23.42 10 23.93 23.93 23.88 23.E 10 24,00 I 24.00 24.00 23.84
So 1846 1046 16,06 18,06 20 2334 2321 ELSE 20.2E 20 2320 2320 2343 22,46 20 ft
3.65 83.34 22.84 'E h U O O
30 15,13 15.13 15.13 15.13 30 22.10 21.63 19.4E 17.0E 30 22.47 2Z47 22.18 21.33 30 2.94 E2.S9 N177
C C O?
LL
40 1324 13.34 13.34 13.34 4 2,Bfi BD.OS 17.02 13.8E 40 21.75 21.7 21.33 2020 4D 2.2321,83 OSD 12.10 124o 12.10 iom 50 19.62 18,47 14.62 10.6E 30 21.0E 21.0E 20,49 19.07 50 1,53 2140 .d-,JOy60 1L37 11.17 11.17 fl43 60 18.38 16,89 12.2E 7.4E 60 20.29 20.29 I9.64 17.94 60 0.8E 80.3E `�70 10,44 10.44 {0.30 5,99 70 17.14 19,30 9,8E 4.2E 70 19.57 19.37 18.79 16.BI 70 0.11 19.61 117 LLaB 9.85 925 SA3 3A7 80 15, CO
13.7E ,4E142 so18.84 18.84 17.94 15.68 80 9.4 118,87 W 00
GENERAL NOTES SEAL JOINT WITH ELL
1. Composite panels shall be constructed using type 3003-1-1154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUOUS CAULKING
Where to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in -T
accordance with approved fabrication methods. 0000 000000 DRAWN BY: DYK
2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER•501 approved. ) O 0 O O O O 0000 a CHECKEDBV: DYK
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Coda SCALE: ASSHOWN
7i6 Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and C DATE: v1Bnz
Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL
GUTTER OR
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including DRIP CAP ��✓r� " v
load combinations)usingtlto data from the allowable load tables ands ens In this approval. a SLOPE 4'MAX WIDTH INTERLOCKING '''O,Y'•••k/44
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used PANEL(1/4'/FT MIN SLOPE) '.6,0 ye"HIM?A
0 0 0 0 0 0 = -00 VBO:PHIM,P'.fI
In structures"not to be considered living areas"per Section 1616 unless Impact resistance In accordance to the HVHZ °po�000�000� EPS CORE IL8 OR 2LB 000000000 �Lk REG.N11 ER`104Vk
requirements are met, o o ° 5;• D c
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing In accordance to the Guidelines for '^ ALUMINUM BOTTOM °0 '�•n� °• a 2 �ATB?�e1•I'�
Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. Q FACINGS °o° Fsn
7. Testing has been conducted in accordance to ABTM E72:Strength Test of Panels for Building Construction. CLEAR SPAN fU INSIDE TO INSIDE oo G.M. �5}go
8. Reference test reports:HETI-05-1988,HETI-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1 HETI- 00
OG•2107,HETI-OS-1987,JIETI.06-2069,HETI -2070,HETI-06.2071,HETI.OS•1994,HETI.OS•1991,HETI -2072, O
ENGINEER OF RECORD TO PROVIDE °O 36'MAX IN FRONT 6 2s%
HETI-06-2073,HETI-06-2074,HETI.05.1996,HETI.05.1989,HETI.05.1993,HETI-05-1985,HETI -1995,HETI - FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 OF PANEL WIDTH 8 SIDES
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL p °
1990,HETI-05-1997,HETI -2037,HETI-05.2029,HETI-05-2039,HETI-05-2030,HETI -2041,HETI -2048,HETI- THIS OR ANY OTHER ENGINEER. PANEL SPAN, 00 <le-MAX AT SIDES>
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. DO Y Fy�opOjrRPOmni°
1'P gu o.- 1
10, Panels with fan beams shell be considered equivalent to similar panels without fan beams. Design professionals may include '°a"1030A80° Drawing N FL-10t]
fi the strength Of the fan beam to exceed shown ores a9 art of sites ecific engineering,
EPS ROOF PANEL/SPAN DESCRIPTION Kim; >$_�« SHEET 1 OF 1