HomeMy WebLinkAboutSETBACK REQUIREMENTS STRUCTURESCANNED
BY
Morgan St Lucie C®untY
8416 Gallberry Cir
Port St Lucie, FI 34952
150 MPH Exp B
Installing a 11 x 14
Screen room on the back Sti
of the existing U/Room m!
This is a Replacement /
All Concrete is Existing
acts
Icture must meet
!mum setbacks
�- 24' 0" -�
DECEIVED
FEB 21 0018
ST. Lucie County, Permitting l
w
oSt /Roon
12' 0"
0:'30 tructure
Existing
Carport
All Concrete
/ Is Fasting
/
� 52' 0"
5101,
I MIN. SETBACK REQ.
FRONT I rJ
SIDES
CNR SIDES _ ff A
REAR 15 '
ZNG. P
TECH.
101
it►
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'Affl
FL #
L756'•1
Application Type
II Revis-ii
Code Version
201-7e-,
Application Status
Approved
II
Comments
Archived
�I
Product Manufacturer
I �Ilte AtumO -Corporation
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
'(954)949-3200
ldk@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
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
9
Products Introducetl as a Result of•New Techhology
:T _ _
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Do Kim, P.E.
PE-49497
QAI Laboratories
12/30/2022
CBUCK Engineering
✓ Validation Checklist - Hardcopy Received
FL7561 R4 COI Cert of Independence.odf
Sections from the Code
1709.2 -File
qd
I
Product Approval Method I 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 #
Model, Number or Name
Description
5761. �_
Aluminum/A( um_inum,Composite
3"/4"/6"x0.024"x1Ib EPS Composite Panel,
3"/4"/6"x0.032x11b EPS Composite Panel,
i
3"/4"/6"x0.024"x21b EPS Composite Panel,
3"/4"/6"x0.030"x21b EPS Composite Panel,
Limits of Use I
Installation Instructions
Approved for use in HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install
Approved for use outside HVHZ: Yes
Instruct.Odf
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
Evaluation Reports
living areas per FBC�Section 1616 unless impact protection
FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC,odf
Created by Independent Third Party: Yes
is provided. See instiallation drawing for nominal allowable
design pressures and spans.
Bach Mezt
IContact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, I mail 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:
FM go ® e^9 0
Credft Card
Safe
ELITE PANEL SPAN TABLES
3r�x 0024=yx ]<LXB EPS PAIJEL=S
(L LOW°A`BLE_.CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10 _,
16.17
15.76
13.03
14.10
-20a'
13A43
13.44
1222
IU35
30
10.70
10.79
9A1
6.60
10
922
92
6.60
50
8.17
9.17
3.79
60
7.49
6.39
0.98
a2
70
641
4.31
80
6.33
EA4
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)' I L/80 I L/120 I L/180 L/240
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.00
2124
21A7
201,95
20
18A6
IBA6
18.06_
1506
30
IS.IS -
45.13
IS.l3
15.13
- 40
13.34
13.34
13.34
1334
50
lea
12.10
IF to
10.91
60
ILl7
11.17
1.7
8A3
70
to.44
IUA4
10.30
5.95
at
9.03
9.95
1 8A3
3.47
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
ALLOWABL)�
LOAD (PSF)
MAX. ALLOWABLE SPAN (FT)
L/80
L/L20
L/180
L/240
10
17.50
17.50
16.91
11.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
0.26
5.51
0.76
60
10.75
9.36
ass
70
9.27
E.46
-
-
BO
7.80
4.5
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.50
20.50
20.11
19.24
20
19.61
1924
17.49
13.74
30
18.17
17.49
14.87
IZ24
40
16.72
15.74
1224
8.74
50
1.20
13.99
9.62
3.25
60
1].84
12.24
7.00
1.75
70
12.40
10.49
4.38
BO
10.95
8.74
1.73
6' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
LAID
L/120_
.L/I80
L/240
lo- _
-24.00
24.00
24.00
23.42
20
23.34
2321
21.92
20.22
30
2? to
21.63
19.42
I702
40
20.66
20.05
17.02
I3.82
50
t9.62
19A7
14.62
10.62
60
18.39
I6.89
12.22
7.42
70
17.14
15.30
9.02
4.22
80
13.91
13.72
7.42
Loa
3' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
1933
18.93
lem
17166
20
IB.II
17,66
1636
15136
30
16.80
16.36
MA
12A6
40
15.49
113.06
IF-46
9.BG
50
14.18
IT7-6
10.5
726
60
Ia27
12.46
B.5]
/.67
70
1 11.37
11.16
6.62
2.07
80
I026
9.86
4.67
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
6' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
-MAX.. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
IO
23.93
23.93
23.89
23.60
20
2320
2320
23.03
22.46
30
22.47
22A7
2? to
203
10
21.75
21.75
21.33
2020
50
21.02
21.02
20A9
19.07
60
2029
2029
19.6
17.94
70
1957
19.57
18.79
I6.01
BO
IBa4
18.84
17.94
=0
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-11154 nbunimmn 6lcings, 1 or 2 PCF ASTM C-578 carpenter brand ITS
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 (1L 1715 (inl) class'l3' (ext) rating and are NER-501 approved,
3. This specification has been designed and shall be fabricated in accordance with Ole retluirements of the Florida Building Code
6i6 Edition (FDC), composite panels comply with Chapter 7 Section 720. Chnpler 8 Section 803, Class A interior finish, and
Chapter 26 Section 2603. All local building code nmendments shall he adhered to as required.
4. The designer s to ulunnine by accepted engineering practice the allowable loads for site specific load conditions (including
load corabinatiffiWjsing the data from the allowable loads tables and spans in this approval.
5. Deflection Iimity;W_p11owable spans have been listed to meet F13C including the I1V117... In I1V117 this product shall be used
in structures "no "'c considered living areas" per Section 1616 unless impact resistance In accordance to the EIVI37
requirements are l(�
6. Safety factor ol'2.0,0woceu used to develop allowable loads and spans from testing in accordance in the Guidelines for
Aluminum Slrachl s I -At I and cordons to the FI3C Chapter 16 and 20,
7. Testing has been co Led in accordance to AS'I ;M E72-05; Strength Test of Panels for 13 Hiding Construction.
S. Reference test rcpon. I'1-OS_I988, HETI-06-2104, Hi;-06-2066, HI7I'1-06-2105. HEI-06-2067, HE'i'[-05-1002,1111
06.2107, IIETI-054IETI.06.2069.11ETI-06-2070,11ET1-06-201.11E1'1.05-1994,11ET7-05-1991, IICfl-06.2072.
IIETI-06-2073, HET 074, I IETI-05-1996, HETI-05-1989, FIETI.05-1993, HETI-05-1985, IIETI.05-1995. (IETI-05-
1990, HETI-05-1997. HE'17-05-2037, lIETl-05-2029,11C•'f1-05-2039. HETI-05-2030, HETI-05.2041, II fI-05 2048. HET'I-
05-2036, HE ri-05-2031, Hl l'I-05-2038, ilETl-05-20(5. Itls l'1-05-2040, fiL�'1-05-2042.
9. Linear interpolation shall bo allowed for figures within the inbles shown.
I U. Panels with fan bears shall be considered equivalent to similar panels without fan beams. Design professionals may include
SEAL JOINT WITH
CONTINUOUS CAULKING
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
to
20.11
20.03
19.42
10.81
20
L9.112
18.91
17.58
16.35
30
17.93
17.58
15.73
L3.89
40
16.03
16.33
13.89
1L43
50
15.74
5.12
12.05
997
60
14.64
13.89
10.2t
6.52
70
13.53
12.66
8.36
4.06
80
IF 46
IL43
6.52
1.60
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/I20
L/180
L/240
to
24,17
24.17
24.17
24.17
20
23.64
23.64
23.41
23.I1
30
22.57
22.57
21.90
21.01
40
21.51
2L51
20.39
le 91
50
20.45
20A3
18.88
16.80
60
19.39
19.39
17.37
14.70
70
10.33
le.33
15.B6
1Z59
BO
17.26
17.26
033
10.49
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
to
24.00
24.90
24.00
23.94
20
23.65
23.65
23.34
22.04
30
22.94
22.94
22.59
21.85
40
22.23
22.23
21.85
20.05
50
21.53
21.53
21.10
19.66
60
20.02
20.82
20.36
19.07
70
20.11
20.11
19.61
17.07
e0
19.40
19.40
10.87
16.88
0000 OOOOOC)
)OOOOOOOOOOC ad
BOTTUM FACINGS
OPTIONAL
GUTTER OR
DRIP CAP
SLOPE I
E0;0;0;0;0;0; FL; EPS CORE ILB OR 2LB 0;�0„O; 0OA
DO KIM
fi ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX IN39
Tampa. FL 33679
Tel: (813) 857-9955
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DO PEON KIM• P.E.
FIA. REG. NUMBER 49497
ALUMINUM BOTTOM I 06 DO KIMB ASSOCIATES, LLC
FACINGS OOC CAN 266
8
7
CLEAR SPAN (U INSIDE TO INSIDE 039
0� ON. 7ampePC O, FLJ7879
oOOG
0
ENGINEER OF RECORD TO PROVIDE OO nn44onn .meiememnMegeama,Poae4urm r.
FOR ROOT CONNECTIONS 6 ADD THICKNESS OF 00 36' MAX IN FRONT 6 25% ..arc",u� d.eeusg.Ogw99,o,e. a d p.+
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL oOL, OF PANEL WIDTH a SIDES N.mdanmi mmrrt<mplered"dmd Wedmd
PANEL SPANS O (12' VAX AT SIDES) me+N^4me ":16e.eAM ee,e.•aenmK<
THIS OR ANY OTHER ENGINEER. O M1.11 la z)s•ada
EPS ROOF PANEL/ SPAN DESCRIPTION Drawing No. -FLA001
SHEET 1 OF 1
t