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HomeMy WebLinkAboutPRODUCT APPROVALComments
ArcZed
Product Manufacturer
41-Elite''Al6inmum Cqp—oratiopa.
"
Addrelss/Phone/Email
h+t
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@dokimengineering.net
Authorized Signature
Do Kim
� I
dk@dokimengineering.net
Technljcal 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 = oofing
Subcategory Prq��t�c-ts7lntroduc6 esult of --New TecFin'ology`
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
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
James L. Buckner, P.E. @ CBUCK Engineering
.! Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R4 COI Certof Independence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product'Standards
Certified By
Sections from the Code
1709.2
https://www.floridabluilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsgJkzX72BeuC... 5/2/2018
rlorida Building Code Online -� Page 2 of 2
} 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 #
Model, Number or Name
Description
755—
61
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels
3"/4"/6"xO.032xllb EPS Composite Panel,
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"xO.030"x2lb EPS Composite Panel,
Limits of Use I
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL7561 R4 II 2017 FBC-Elite Aluminum Corn -Install
Instruct.odf
Impact Resistant: No I
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80
Other: In HVHZ, not to be used in structures considered
living areas per FBC Section 1616 unless impact protection
is provided. See installation drawing for nominal allowable
Created by Independent Third Party: Yes
Evaluation Reports
FL7561 R4 AE FL 7561 Evaluation Reoort-2017 FBC.Ddf
Created by Independent Third Party: Yes
design pressures and spans.
i Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an ANEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses s 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:
Credit Card
Safe
https ://www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEVXQwtDgsgJkzX72BeuC... 5/2/2018
ELITE PANEL SPAN TABLES:
3_x 0 02.x� LB EPS PANEL
(ALL❑W,'ATBLE�l9CLER SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
l_/80
U4120s
L/180
L/240
10_
16.17
0.76
13.03
14.10
-20
-13.44
%13A4)
1222
1035
30
10.70
10.79
9.41
6.60
40
922
9.22
6.60
2.83
50
0.17
0.17
3.79
60
7.49
&39
0.98
70
6AI
4251
-
-
BO
-6.33--
-2.64-
--
4' 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
19.00
19,00
17.17
1653
20
130L
Mot
MOT
I3.93
30 _
1250
1250
1250
1138
40
10.97
10.97
10.97
B.BO
50
9.92
9.92
9.44
.622
60
9.13
9.13
7Sl
3.64
70
8.52
852
S.I.
74
BO
Bad
9.02
3.64
6' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.00
2124
21.47
2025
20
I0a6
18.06
18.06
IBA6
30
15.13
15.1
IS.I3
IS.W
40
1334
1334
13.34
13.34
50
IP-10
IZIO
1ZI0
]0.91
60
11.17
11.17
IL17
8.03
70
10A4
1OA4
1030
5.95
BO
9.85
9.03
8.43
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
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80U
180
L/240
10
17.506.91
15.96
20
L6.644.06
12.16
30
15.1711.21
&36
40
13.6936
4.56
50
12.225.51
0.76
60
10.7566_.9.27-
-
7.Do
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
t0
20.50
20.50
20.11--
_19.24
EO -
_ 19.61
19.24
17.49
1334
30
18.17
17.49
14.87
12.24
40
16.]2
15.74
IE24
8.74
50
1920
13.99
9.6E
M25
60
13.84
12.24
7.00
1.75
70
12.40
10.49
4.3B
-
80
I0.9S
0.74
1.73
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/60
L/120
L/180
L/240
10
24.00
24.00
24.00
23.42
20
23.34
23.21
2L82
20.22
30
22.10
21.63
19A2
20A5
17.02
19.62
16.47
14.62
te.38
16.69
12.22
g3�U220.86
17.14
15.30
9.02
15.91
13.72
7.42
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
IO
1933
18.93
IB3I
17,66
20
1&11
17,66
1636
15.06
30
16.60
1636
14AI
12.46
40
15.49
1546
IF-46
9.86
50
14.18
13.76
_I0S1__-7.26
-
- GO- - - -
-12.87
12446
0.57
4.67
70
11.57
11.16
6.62
2.07
80
10.26
9.86
4.67
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/801
_L/_120-
-L/-180-
-L-/240-
--- IO
21.97
21.97
2152
20.97
20
20.77
29.77
19.86
10.76
30
1957
1957
1821
1655
40
1836
18.36
1655
1424
50
17.16
17.16
14.09
12.13
60
15.96
15S6
1324
9.93
70
14.75
14J5
1150
7.72
80
13�9
I359
9.93
3.31
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
23BB
23.60
20
23.20
23.20
2303
22.46
30
22.47
22.47
2218
2133
40
21.75
21.75
21.33
2020
50
2IA2
2IA2
20.49
19.07
60
2029
BU29
19b4
17.94
70
19.57
1957
18.79
16n1
80
IBB4
18.84
17.94
I5.60
GENERAL NOTES
I. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 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 (int) class `II' (ext) rating and are NER-501 approved,
3. This specification has been designed and shall be fabricated in accordance with the requirements ofthc Florida Building Code
6i6 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 to as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using rite data from the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the HVH7. In HVH7, this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the H\9I7
retuirements 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 Part 1 and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM L72-05: Strength'fest of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI.06-2066, HE71-06-2I05, HETI-06-2067, H1;11-05-1002, HETI-
06.2107, HETI-05-1987, HETI-06-2069, IIETI.06-2070, HETI-06.2071, HETI.054994, HETI-05.1991, HETI.06.2072.
HETI-06-2073, IIETI-06-2074. HETI-05-1996, IIETI-05-1989, IIETI-05-1993, IIETI-05-I985, HETI-05-1995, IIETI-05-
1990,1112TI-05-1997, HETI.05-2037, I113TI-05-2029, IIETI-05-2039, HETI-05-2030, HETI-05-2041, IIETI-OS -2048, HE11-
05-20-16, I II-,TI-05-2031, HETI-05-2038, Ill: ri-05-2065, H n_o5-2040, ELI TI-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 fan beams. Design professionals may include
the strenath ofthe fan beam to exceed An- flunw ,, eRN of elre_cnertfic eR„lnerdnn
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
10
20.11
20.03
19.42
18.01
20
19.02
10.81
17.59
L6.35
30
L7.93
17.58
15.73
13.99
40
L6.e:
_ _I6.35--.-1189-
- -1443-
-- -50
L5.74
15.12
12.05
8.97
60
L4.64
13.69
10.21
6.52
70
I3.55
12.66
8136
4.06
80
12.46
IL43
6.52
1.60
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
- LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
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
2L51
21.51
20.39
IB.9l
50
20.45
20A5
le.es
16.80
60
L9.39
I9.39
17.37
14.70
]0
18.33
LB.37
15.86
12.59
BO
17.26
E726
14.33
10.49
6' 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
10
24.00
24.00
24.00
23.84
20
23.65
23.65
23.34
22.64
30
22.94
22.94
22.59
21.
40
2223
22.23
21.e5
20.65
50
21.53
21.53
2L10
19.86
60
20.92
20.62
20.36
18.87
70
20.11
20.11
1941
M97
80
L9.40
L9.40
18.07
16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
0000 00�000
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BDrrDM FActacs
INTFRI nCKMG CROS3 SECTBTN
OPTIONAL
GUTTER OR
GRIP LAP
SLOPE 4 MAX WIDTH INTERLOCKING
PANEL (1/4'/FT MIN SLOPE)
OOo°o°o°o°o°
aw EPSIf
B O000000o°o°o°o°
o00 000ALUMINUM
BOTTOM
0CFACINGS
0CCLEAR
SPAN (U INSIDE TO INSI0�
O.H.00C0ENGINEER
OF RECORD TO PROVIDEO�
ROOF CONNECTIONS 6 ADD
36- MAX IN FRONT 6 25Y.FOR
°O
SUPPORTING STRUCTURE DETAIL BY WAO
OF PANEL WIDTH E SIDES
CTHIS
OR ANY OTHER ENGINEER
00 (12' MAX AT SIDES)
EPS ROOF PANEL/ SPAN DESCRIPTION
tJ
DO KIM
A ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
_POBOX-10039- - -
Tampa, FL 33679
Td:(813)857-9955
RevJOa Desert tbn
UEDF RFBC bai
E4Ebn PRODUCT
APPROVAL
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�~* FLA. REG..NUMBER 494B7,i;
%y 'DD K149 AASSSOCIATES, I
P1Yh" 6887
t�s .�Ta1^yR•l�Ra67�
Drawing No. - FL-1001
SHEET 1 OF 1
CONTRACTOR: Master Craft Alumini,.-,--"`
DESIGN CRITERIA: "^J '
Applicable Codes, Regulations, and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of
the Aluminum Design Manual prepared by The Aluminum Association. and the
AAF Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I
Section 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: Vmr =150 MPH. V� =116 MPH, as required by local
iurisdiction.
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.09 density foam,
Florida Product Approval Number FL 7561-R4.
Foundation Design
Existing concrete. No additional concrete footing or slab is required to resist the
loads imposed by the proposed construction if the existing slab is a minimum 4"
thick with an 8" x 8" thickened slab edge and in sound condition, free from
structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved.
4. Fasteners are required_to be corcosion.resistant,.minimum SAE-Grade-2.or-better--
zmc plated to ASTM B633, or coated stainless steel series "300", or uncoated
stainless steel series "400".
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
ends and 24" center to center or # 12 screws 6" from ends and 12" center to center.
6. Where concrete specifications are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable: -- - - -
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/= 1% - ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
3X3XO.090 ,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBIL"OFTHE
CONTRACTOR OF REM
ST. LUC?L• COUNTY RLILDE'4G ION
REVIENVED FOR COXPL
REVPE•'�'f'ED BY i
DATE s !
PLANS AND PERMIT MUS BE KEPT ON JOB
OR NO INSPECTION WELY BE MADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO -:;5
COMM WITH A-U, AAPMA M S 00010
12'-0J" 12'-0J"
RTH WALL
2X3
BEAM
2X3XO.05OPB
--FLAT
co
rn
5'-101" . 5'-10J" 5-10J" 5'-10J
3"X48"XO.024"
1.0# DENSITY FOAM
COMPOSITE PANEL
3"X48"XO.024"
COMPOSITE PANEL
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DATE DRAWN
04/1 1/1 8
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2 x 3: 2" x 3" x 0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
Ix2: 1"x2"x0.040"
I x 3: 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SUB: 2" x 6" x 0.050" x 0.120"
2 x 7 SUB: 2" x 7" x 0.057" x 0.120"
2 x 8 SUB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SUB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OREQUIVALENT
SHEET METAL SCREWS (SMS): _
1TW / BUILDEX OR EQUIVALENT
2"x2"x3"x118"ALUM ANGLE
1"x 3" 08 W/ 1/4" CONCRETE EACH SIDE OF UPRIGHT
SCREW ANCHOR 6" FROM I I Wf 3/8" DIA x 3" CONCRETE
UPRIGHT&AT24"O.C. I I ANCHORS ON EACH SIDE
(MIN. 2 3/4" EMBED.) (3) #12 x 3/4" SMS SCREWS
I I
17 z
.q G •6 C
• G t < L G d x. ._
B 3" x 3" POST TO DECK CONNECTION DETAILS
SCALE:NTS
(4) #14 x 4 7/8" SMS
W/NEOPRENE
WASHERPER
PANEL
3" x 0.062" ALUM
RECEIVING CHANNEL
W/ #10 x 3/4" TOP AND
BOTTOM AS END CAP
P' WfTH
2" x W FLAT TOP RAIL - NO
ANGLE REQUIRED UNLESS
SPLICED OR CORNER- j
'INTO ATTACH w/ (4) #10 x 4" LG
�i
7'x3"PB ua
2"xWFLAT
TOPRAIL w/
(4) #10 x 4' SMS
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