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M 211 Product Approval
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Product Approval Menu > Product or Application Search > Application List > Application Detail Nov "1
a • FL # FL21443 R1 2Ctrn
ent
Application Type Revision permitting te County
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Structall Building Systems, Inc.
Address/Phone/Email
350 Burbank Rd.
Oldsmar, FL 34677
(813)855-2627
info@structall.com
Authorized Signature Kenny Matuza
info@structall.com
Technical Representative Ken Clay
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677-4906
(800)969-3706
kclay@structall.com
Quality Assurance Representative Ken Clay
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677
(800)969-3706
kclay@structall.com
I _
Category Roofing
Subcategory Products Introduced as a Result of New Technol
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
-1 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim
Evaluation Report
Florida License PE-49497
Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company
Quality Assurance Contract Expiration Date 12/31/2022
Validated By James L. Buckner, P.E. @ CBUCK Engineering
Al Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL21443 R1 COI certificate of independence.pdf
1708.2
hftps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtgHSolOoKvoRq%2fyMx%2fmWQaFNu%2b5sh9blREXUKKYyKtyQ%3d°/p3d 1/2
312812019
Florida Building Code Online
C
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 2 Option B
09/28/2017
10/02/2017
10/08/2017
1 12/12/2017
Model, Number or Name
Description
214� Snap-N-Lock Composite Panel
3"x0,024"x1lb EPS Composite Panel
Imps of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21443 R1 II 2017 FBC Structall 3in-024-1LBS panel
Installation DWG.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: PRI Construction Materials Technologies, LLC
Design Pressure: +88.69/-88.69
Created by Independent Third Party: Yes
Other: In HVHZ, product shall be used in structures meeting
Evaluation Reports
the requirements of FBC Section 1626.1, unless impact
i FL21443 R1 AE Structall 024-030 Evaluation Report-2017
protection is provided. See installation drawing for design
FBC.pdf
pressures and spans.
Created by Independent Third Party: Yes
21443.2
Snap-N-Lock Composite Panel
3"x0.030"x1lb EPS Composite Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21443 R1 II 2017 FBC Structall 3in-030-1LBS panel
Installation DWG.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: PRI Construction Materials Technologies, LLC
Design Pressure: +88.69/-88.69
t Created by Independent Third Party: Yes
Other: In HVHZ, product shall be used in structures meeting
Evaluation Reports
the requirements of FBC Section 1626.1, unless impact
FL21443 R1 AE Structall 024-030 Evaluation Report-2017
FBC.pdf
protection is provided. See installation drawing for design
pressures and spans.
Created by Independent Third Party: Yes
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Contact 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, 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:
M W ® 99
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgHSolOoKvoRq%2fyMx%2fmWQaFNu%2b5sh9blREXUKKYyKtyQ%3d%3d 2/2
STRUCTALL BUILDING SYSTEMS PANE SPAN TABLES•
3" x 0.030 x 1 - LB EPS
(OPEN STRUCTURES-EXP❑
PANELS
B)
3" x 0,030 x 1 - LB EPS PANELS
(❑PEN STRUCTURES -EXPOSURE
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX.
OWABLE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
eoaa.eo
L/120
L/180
L/240
veeaLe
L/120
L/180
L/240
110
23.03
17.96
1&64
14.79
13.42
110
27.96
16.65
15.72
13,87
12,50
27
16.92
15.82
13.96
12.60
120
33.28
15.98
14.90
13.04
If.16.11
15.06
13.20
11.84
130
39.06
15.31
14.15
12.28
10.92
15.48
14.36
12.50
11.14
45.30
14.55
13.45
11.59
10.22
*11-
42.82
14.83
13.71
11.85
10.48
150
52.00
13.80
12.80
10.93
9.56
48.72
14.16
13.10
11.23
9.87
16059.16
13.05
12.19
10.31
8.95
61.66
12.80
11.99
10.12
1 8.75
180
74.88
11.55
11.07
9.20
7.83
MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS
3" x 0,030 x 1 - LB EPS PANELS
(ENCLOSED STRUCTURES -EXPOSURE B)
3" x 0,030 x 1 - LB EPS PANELS
(ENCLOSED STRUCTURES -EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LOAD (PSF-)1
MAX. ALLOWABLE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
1.1 a veo
L/120
L/180
L/240
ea ciao
V18.09
L/120
L/180
L/240
110
18.62
19.02
17.65
15.80
14.44
110
22.53
16.73
14.90
13.53
120
22.25
18.13
16.81
14.96
120
26.91
16.89
15.91
14.05
12,69
130
25.99
17.13
16.07
14.21
130
31.54
16.20
15.16
13.30
11.94140
30.23
16.36
15.36
13.5
A360
140
36.52
15.58
14.47
12.60
11.24
150
34.6115.81
14.72
12.86
15U
41.93
14.94
13.82
11.95
10.59
160
99.43
15.23
14.11
12.24
160
47.69
14.24
13.2
11.33
9.97
180
49.99
14.03
12.99
11.12
ISO
60,38
12.93
12,09
10.22
8.85
' MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS
3" x 0.030 x 1 - LB EPS PANELS
(PARTIALLY ENCLOSED STRUCTURES)
(EXPOSURE B)
3" x 0.030 x 1 - LB EPS PANELS
(PARTIALLY ENCLOSED STRUCTURES)
(EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
ueo a E/90
L/120
L/180
L/240
veo a vee
L/120
L/180
L/240
110
27.28
16.84
15.84
13.98
12.62
110
33.12
16.03
14.93
13.06
11.70
120
32,46
16.08
15.02
13.16
11.80
120
39.42
15.23
14.10
12.24
10.88
130
30.10
15.51
14.26
12.40
11.04
130
46.26
14.44
13.35
11.48
FO12
140
44.18
14.67
13.56
11.70
10.33
140
53.65
13.63
12.65
10.78
9.41
150
50.72
13.94
12.91
11.04
9.68
150
61.59
12.81
12.00
10.12
06
160
57.71
13.20
12.30
10.43
9.07
160
70.08
11.99
11.39
9.51
8.15
180
73.04
11.72
11.19
9.31
7.95
180
88.69
10.37
10.28
8.39
7.03
' MULTIPLY ULTIMATE LOADS BY 0,6 FOR ALLOWABLE LOADS
N
PRODUCT APPROVAL DETAILS:
•
9LD0 COUh: 6TH EDITION FLORIDA BUILDING CODE (2U17 FUC)
p ❑ K I M
4 ASSOCIATES, LLC
•
LIMI IS OF USE: FOR PATIO USE ONLY (RISK CATEGORY II.
-CARPORTS
CONSULTING
-PA'rl0 COv6Rs
STRUCTURAL
-sUNR00MS
ENGINEERS
-SCREEN F:NCLOSURI:S
-CANOPIES
-OTIIER SIMILAR MINOR STRUCTURES
PO Box 10039
Tam ,FL 33679
Tel: (813) 857-9955
Note
I.
All product performance specifications and construction requirements shall be engineered by a
H.
uat6
DescrInon
licensed design professional in accordance with the Aluminum Design Manual, Spec•iijic•ations X
Qo
N,',
' VNDVA�Lft PRODUCT
Gaidelinesjbr.4/nuninutn Structures, Washington, DC, for wind resistance in conformance to FBC
Chapter 16 For Components and Cladding Loads, ASCE 7-10 Chapter 30 fbr Roof•Cumponcnls and
n
p
Cladding for Enclosed and Open Structures. Effective area for wind load calculations based on 50
sq. feet (absolute value of controlling design wind pressure is shown on span tables).
2.
Span schedule show maximum roof panel spans between two sided clear supports as shown.
Z�
3.
Wind load design pressures in span tables are calculated in accordance to ASCE 7-10- Components
0
& Cladding luads as required in FBC Table 2002.4. Mean roof height bt'structure shall not exceed
15 feet above grade. Spatz tables for upon structures based on 7.5e max. roof slope and used the avg.
of free flow and obstructed flow net pressure cocflicients. Span tables for unclosed and partially
enclosed structures based on 27' max. mnd 7e roof slope. respectively.
Q
4.
Each roof•panel shall be connected per design professional's instructions, but may use min. per
W I j
details shown on this dwg, at each support (or other approved connection by design professional)
N ¢ as
w/ min. 0.040" thick, 6063-T6 aluminum base metal. Edge panels shall be supported on min, three
E VO D- Q
sides or per design professional's instructions. Details 1 & 2 are reflective ufthe boundary
conditions Utilized in the testing of panels as referenced in the test reports.
rq 0 v p U) p
5.
Composite panels shall be constructed using type 3105-H 154 aluminum facings, I Or 2 PCF ASTM
M s O
`
C-578 Imperial Foam &Insulation Manufacturing brand EPS adhered to aluminum facings with
CUa
.2 LL -
Morad M640 Series adhesive (by Rohnn and Haas Company). Fabrication to be by Structall panel
w
-� M
products only in accordance with approved fabrication methods.
m m w ¢ 3�
6.
Structall ruuf panels maintain a UL 1715 (hit) class'B' (ext) rating and ure NER-501 approved.
5 en o F LU
LU
7.
This specif ication has been designed and shall be fabricated in accordance will) the requirements of
o rn
the Florida Building Code 6th Edition (2017 FBC), composite panels comply with Chapter 7
_2
M <
Q
Section 720, Chapter S Section 803, Class A interior finish, and Chapter 26 Section 2603. All local
0
building code amendments shall be adhered to us required.
OU m0
8.
Thu designer shall determine by accepted engineering practice the design loads Ibrsitc specific load
LL
conditions (including load combinutiunS) using the data from the loads tables and spans in this
approval.
UHAWN BY: UYK
CliLCKEU BY: UYK
9. Deflection limits and allowable spans huve been listed to meet FBC including the HVHZ. In HVHZ,
this product shall be used in structures meeting the requirements of Section 1626.1, unless impact
SME: AS SHOWN
resistance in accordance to the HVHZ requirements are met.
WE: mnalle
'QO
10. Safety t'actor of 2.0 has been use to develop allowable loads and spans from testing in accordance to
the Guidelines for Aluminum Structures Part I and conlonns to the FBC Chapter 16 and 20. ±
I I .
Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building
Construction. :-R:
DOYEONKIM.P.E��.¢
F A REC} NUMBER 49a97
12.
Linear interpolation shall be allowed fbr figures within die tables Shown.
13.
Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design
W
wtssoc jT`sl�C�c
professionals may include the strength of the fan beam to exceed shown figures as part of -
F
14.
site -specific engineering.
Reference lust reports: Certified test reports STRL-005-03-01, STRL-005-U3-02. STRL-006-03-01
... 7Q�FL rP
by PRI-Cunstruction Materials Technologies LLC. rm, aem lnaem,d
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Drawing No. -161027
SHEET 1OF2 '
OIOxV S.M.S. W/ IY'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' D.C.
3' COMPOSITE
ROOF PANELS
(EXTERIOR)
000000000 0000000ppp Oa)OpOp
0000000 000000000) 0
O O0O0O O O O O O0O0 :a)0O0 O
\ (INTERIOR)
`HEADER/EAVE MAIL
MIN. 3x2xD.045
SEALANT' MAX.
014xW SMS W/ INTEGRAL''0
WASHER AND NEOPRENE GASKET
@ 12' O.C. TOP L BUT IUM.
�O
(00
O�O�ODO�O 00
0000000000 O
SEAL JOINT WITH
CONTINUOUS CAULKING
)UUUU UUUUU[�
0000 000000 za
) 0 0 0 0 0 0 0 0 0 0 C D a
DETAIL 1 BOTTOM FACINGS
1 INTERLOCKING CROSS SECTION OPTIONAL
TER
DETAIL 2 GUTTER L
DRIP CAP
4' MAX WIDTH INTERLOCKING / SLOPE + PANEL (1/4'/FT MIN SLOP
000M
000 w1=-
y 000pOp ¢a wn EPS CORE 1LB Op�0p000
O O C
o \ ALUMINUM BOTTOM
= FACINGS
CLEAR SPAN (L) INSIDE TO INSIDE O.H.
ENGINEER OF RECORD TO PROVIDE
ALL ROOF CONNECTIONS B ADD THICKNESS OF 36' MAX IN FRONT It 25%
SUPPORTING STRUCTURE DETAILS WALL FOR TOTAL OF PANEL WIDTH @ SIDES
IN ADDITION TO AND IN -LIEU OF PANEL SPAN- (12' MAX AT SIDES)
DETAILS SHOWN.
3" EPS ROOF PANEL/ SPAN DESCRIPTION
14' FLASHING (CONT3
I UL'K UNDER SHINGLED
e LEAST 6'
EXTRUDED DR BRAKE —FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN. IW BEARING LEG.
(D WO x 2' LAG SCREW @ 24' D.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y.'0 V LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNEL
SOFFIT
C❑R)
SEALANT
SLOPE
0 0 0 0 0
co-
#14,'00000000000 Y1S.M.S. W/INTEGRAL �'0 WASHER AND
NEOPRENE GASKET@ 12' D.C., TOP 6 BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE N14x4' S.M.S. W/IY4' 0 FENDER
WASHER AND NEOPRENE GASKET @ 12' D.C.
DETAIL 1
SOFFIT
Y' 0 x 2W LONG WOOD LAG SCREW OR
Y.' 0 x 2Y' LUNG MASONRY ANCHORS
x ..� @ 29' O.C. MAX
� HOST STRUCTURE
' (MASONRY OR 'UOD)
EXTRUDED OR BRAKE—F ORMEO ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN. IY' BLARING LEG
DO KIM
G ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa. FL 33679
1 a1:1613)067-9955
H77,7 Demi 1IDn
ISSUED FOR PRODUCT
.11 APPROVAL
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DO KIM K ASSOCIATESwkp
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Drawing No.-161027
SHEET 2 OF2