HomeMy WebLinkAboutSURVEY & PRODUCT APPROVALI
SCANNED f
9t Wdpc CIO" i
Permitting
ST, Lucie Gounty,
i
Existing
Carport
0"
6' 6"(
1 12' 0" -
All
Concrete
Is
Existing
1Vl"ter Craft Alum
products
164/9:E, Nfetneyer Circle
Port` St- Lucie, FL 34952
0"
Host
Structure
24' 0"
60' 0"
0,.
II
8 6' 0"
6'
11' 0"
100, 0"
22' 0" 1
MIN. SETBPCK REQ.
FRONT I
SIDES
CNRSIDES
REAR
ZNG.
TECH.d��E
Long
28 Alta Loma
Port St Lucie, FI 34952
Spanish Lakes #1
150MPH ExpB
Installing a 8 x 11 patio
cover onthe side of
the home behind the
existing sunroom.
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
i 754
Application Type
I Revision
Code Version
20'
Application Status
f Approved
I
I
Comments
Archived
r
Product Manufacturer f 'Elite; (uminumwCorp ro a It on-
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
r
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@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
i
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Co6tract Expiration Date
Validated By I
Certificate of Independence
Referenced Standard and Year (of Standard)
r
I
Equivalence of Product Standards
Certified By
i
Sections from the Code
Products' In trod uced,as_a..ResuIt of New Technology
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
4 Evaluation Report - Hardcopy Received
Do Kim, P.E.
PE-49497
QAI Laboratories
12/30/2022
CBUCK Engineering
2.1 Validation Checklist - Hardcopy Received
FL7561 R4 COI Certoflndeoendence.odf
1709.2
r
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 I
FL #
Model, Number or Name
Description
7-56i:"1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels
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
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Instruct.odf
Approved for use outside HVHZ: 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 usedilin structures considered
Evaluation Reports
living areas per FBC Section 1616, unless impact protection
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.pdf
Created by Independent Third Party: Yes
is provided. See installation drawing for nominal allowable
design pressures and spans.
BacSs Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer ,,Copvriaht 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:
5� 9" P_�-
Credit Card
Safe
ELITE PANEL SPAN TABLES
3' x 0,024 _.2�-1-,--LBgsEP:S! PANELS
(ALLOWLBLE^.CLE-'AR SBAN'"CH�ARTS>
NET
ALLOWABLE
LOAD (PSF)L
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
,.._16 ]
15.76
15A3
14.10
0
1
110.70
13.44
12PE
1025
30
10.70
9Al
6.60
40
9.22
9.22
6.HE
0.17
8. 7
3.7.4a
6.39
u
70
"1
4.51
80
6.33
2. 4
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L1120 I L/180 L/240
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
2124
2L47
20.85
20
1006
1e106
1846
18.06
30
l 13
1513
IS13
law
10
1334
13-74
1334
13.34
50
12(0
IF to
1240
lost
60
Il. 7
11.17
11.17
8.43
70
IOA4
10.44
1030
5.95
80
9.93
9.03
8A3
3.47
4
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
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
17.30
16.91
15.96
20
16.64
ts.96
14.06
12.16
30
15.17
14.06
11.21
936
40
13.69
12.16
8.36
4.56
50
12.22
10.26
55
0.76
60
10.75
8.36
Z66
70
9.27
646
-
-
80
7.80
4.56
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
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/l20
I L/180
L/240
10
24.00
24.09
24.00
23.42
20
23.34
23.21
21.82
20.22
30
22.10
21.63
19.42
7.02
40
20.86
20.05
17.02
13.62
50
19.62
19.47
14.62
10.62
60
1.38
16.89
2.22
7.42
70
17.14
15.30
9.92
4.22
80
I5.91
1J.72
7.42
L02
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/180
L/240
l0
1933
18.93
IBJI
17,66
ZO
18.
17,66
16.36
506
30
16MO
lGaG
14AL
12.46
40
13.49
15,06
I2A6
9.86
50
14.19
13.76
1051
26
60
1227
1a46
8.57
d.67
70
II.37
ILI6
6.62
2.07
B.
026
9.86
4.67
4' x 0.024 x 2 - 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
21.97
21.97
2IS2
E0.97
20
20.77
20.77
1926
10.76
30
1957
1957
iezi
10.36
16.55
50
17.16
17.16
14.89
60
15.96
15.96
1324
NG55218J6
70
14.75
14.75
IL58
so -
-13.59_
-I355
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
l0
23.93
23.93
2331E
23,60
20
2a20
2320
23.03
22.46
30
22.47
22.47
22.18
21.75
2133
21.02
21.92
20A9
2029
2029
19.6
N1321.75
1957
L957
18.79
19.04
18.84
17.94
GENERALNOTES
I. Composite panels shall he constructed using type 3003-11154 aluminun liacings, 1 or 211CF ASTM C-578 carpenter brand HI'S
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to he by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain UL 1715 (fat) clnss'l3' (ext) rating and are NEIi-501 approved.
3. This spceilication has been designed and shall be fabricated in accordance with the requirements orlhe Florida Building Code
6i6 Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter 8 Section $03, 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 spoils in this approval.
5. Deflection limits and allowable spoils have been listed to meet FBC including the IIVIIZ. In IIVII7 this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the E IVIIZ
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 fart I and conforms to the F13C Chapter 16 and 20.
7. Testing has been conducted fit accordance to ASTNI E72-05: Strength Test of Panels fir Building Construction.
S. Reference test reports: HHI'l-05-1988, HETI-06-2104. HETI-06-2066, HETI-06-2105. H1311-06-2067, HE:11-05-1002, HETI-
06-2107. IIETI-05.1987, IIE11-06-2069. 11E7I-06-2070,11ETl-06-2071. I1E1'1.05-1994, IIE'I1-05-1991. IIETI-06-2072.
HETI-06-2073, IIETI-06-2074. HETI-05-1996, HE-TI-054989, HETI-05-1993, HETI-05-1985, IIETI-05-1995. (IETI-05-
1990, IIETI-OS-1997, IIETI-05 037, 1IF"11-05-2029, IIETI-05-2039, ti T1-05-2030, JIFTI-05-2041, IfEI1.05-2048. I1E11-
05-1-036, HETI-05-203 L HL•'11-05-2038, Illir1-05-2065. IIErl-05-2040. FIE11-05-2042,
9. Lincar interpolation shall be allowed for figures within the tables Amen.
10. Panels with inn beats Shall be considered equivalent to similar panels without fan beams. Design prolessionals may include
.1...-..,.-h "ell , a.. 1-- .............a a1-1-A r.",,...a - "..n ..re;),tie"....1n,....... ,....,..1,,,.
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
IO
20AI
20.03
19.42
19.81
20
9.02
10.91
17.58
6.35
30
17.93
L7.58
L5.73
13.99
40
1603
16.35
0.89
IL43
50
I5.74
15.12
1FU5
8.97
60
14.64
13.89
10.21
652
70
13.53
12.66
M36
4.06
80
12A6
IL43
652
LLD
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
to
24.17
24.17
24.17
24.17
20
23.64
23.64
23.41
23.11
30
22.57
22.57
21.90
21.01
40
2I.Sl
2L51
20.39
18.91
30
20.45
29.45
IBRa
16.80
60
19.39
19.39
17.37
14.70
70
L633
L6J3
15.86
12.59
BO
17.26
17.26
14.35
10.49
6' x 0.030 x 2- = 1 B-EPS--PANELS_
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
la
24.00
24.00
24.00
23.04
20
23.65
23.65
23.34
22.84
30
22.94
22.94
2 -59
21.85
40
22.23
22.23
21.85
20.85
50
21.53
21.53
2L10
19.86
60
20.82
20.82
20.36
I8.87
70
20.11
20.11
19.61
17.87
80
19.40
19.40
19.87
1 s.68
SEAL JOINT WITH
CONTINUOUS CAULKING
ij��ls0
to000 O010000
30000000000f a
BOTTOM FACINGS
INTERLOCKING CRDSS SECTION
OPTIONAL
GUTTER OR
GRIP CAP
w SLOPE 4' MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN
SLOPE)
°o°o°o°o°o°o d�
0 0 0 0 0 z a EPS CORE 1LB OR 2LB 0000000
0 0 0 0 0 0 ¢n o O O O
000 O°o
o ALUMINUM BOTTOM
s
0
°
°pC
I FACINGS
Fes --CLEAR SPAN (U INSIDE TO INSIDE
0o UK
o°
OO
ENGINEER OF RECORD TO PROVIDE A00 THICKNESS OF
FOR ROOF LOMIELTmNS 6
00 36' MAX IN FRONT 6 25%
°o
SUPPORTING STRUCTURE DETAIL BY yALL FOR TOTAL
THIS PANEL SPAN.
O C OF PANEL MOTH 8 SIDES
(12' MAX AT SIDES)
OR ANY OTHER ENGINEER
oo
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL 33579
TeL•(813)857.9955
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GO YEON KIM. P.E.
FLA. REG. NUMBER 49497
DO KIM 6 ASSOCIATES, LLC
CAN 26887
PO BOX 10039
T-Pa. FL 33679
Drawing No. - FLA001
SHEET 1 OF 1