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FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL21443-R1
Revision
2017
Approved
Structall Building Systems, Inc.
350 Burbank Rd.
Oldsmar, FL 34677
(813) 855-2627
Info@stmctall.com
Kenny Matuza
info@structall.com
Ken Clay
350 Burbank Road
Oldsmar, FL 34677-4906
(800)969-3706
kclay@stmctall.com
Ken Clay
350 Burbank Road
Oldsmar, FL 34677
(800) 969-3706
kclay@structall.com
V- p
two rn
Roofing
Products Introduced as a Result
Evaluation Report from a Floes^' I
Professional Engineer 6
Evaluation Report - Hardco
Florida Engineer or Architect Name who developed the Do Kim
Evaluation Report
MCA®NNED
®Y
St. Lucie r'nnnty
p
or a Ucensed Florida
Florida Llcense PE-49497 ary
Quality Assurance Entity TI RADCO LLP dba RADCO A Twining CorQuality Cpady COPY
D
Validatedyrence Contract Expiration Date James/2022
L. Buckner, P.E. @ CBUCK Engine I LE Y
s Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL21443RI COIFL21443COI certificate of lndeoendenceoof independence odf
1708.2
https://www.floddabuilding.org/prlpr app d0.aspx?param=wGEVXQwtDgtgHSolOoKvoRqe/a2fyMxh /o2frnWQaFNu%2b5sh9b1 REXUKKYyKtyQ%3d%3d 1/2
8/23/2019
Florida Building Code Online
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
12/12/2017
FL #
Model, Number or Name
Description
21443.1
Snap-N-Lock Composite Panel
3"xO.024"xllb EPS Composite Panel
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL21443 R3 fI 2017 FBC Structall 31n-024-1LBS panel
Installation DWG.pdf
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
FL21443 RS 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
21443.2
Snap-N-Lock Composite Panel
3"x0.030"x11b EPS Composite Panel
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL21443 111 II 2017 FBC Structall 31n-030-ILBS panel
Installation DWG.pdj
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
protection Is provided. See Installation drawing for design
FL21443 RI AE Structall 024-030 Evaluation Report-2017
FBC.pd
pressures and spans.
Created by Independent Third Party: Yes
Back Neat
Contact Us :: 2601 Blair Stone Read. Tallahassee R 32399 Phone- 8504197-1824
The State of Flanda Is an AA/EEO employer. Copynoht 2007-2013 State of Florida.:: privacy Statement :: Am"Iblley Statement:: Refund State
Under Florida law, small addresses am public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the oRlre by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *pursuant to section 455.275(I),
Flanda statutes, eaerdive October 1, 2012, licensees Iltensed under Chapter 455, P.S. must provide the Department Mth an email address If they have one. The emalls
provided may be used for offal communloation with the Ilcemee. However email addresses are public record. If you do Trot wish to supply a personal address, please
provide the Department with an email address whirh ran be made available to the public. To determine If you am a licensee under Chapter 455, RS., please dldr bSol,
P,oduet Approval Accepts:
gag rim--7 ® �t21
Credit Card
Safe
https:lAvww.f(oddabuilding.org/pr/pr app_dtl.aspx9paramzvGEVXQwtDgtgHSolOoKvoRg0/02fyMx"/02fmWQaFNu%2b5sh9blREXUKKYyKtyQ%3d%3d 2/2
STRUCTALL BUILDING SYSTEMS PANEL SPAN TABLES:
3' x 0.024 x 1 - LB EPS PANELS
(OPEN STRUCTURES -EXPOSURE B)
3' x 0.024 x 1 - LB EPS PANELS
(OPEN STRUCTURES -EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
.M13L7
L/180
L/240
w
L/120
L/180
L/240
Ila
23.03
1722
11.64
110
27.96
15b3
1451
122a
10.47
Ian
27.41
1573
1059
220
3328
14.05
I3Q
1L15
9.43
130
3at6
1434
9.63
130
3986
12.7]
1250
tat"140
3730
13.09
@14'6
8.)4
140
45.30
11.62
IL61
9.30
7 9
150
42.82
1223
7.92
150
5240
1Y.68
10.79
aw
a]5
160
48.72
I1.11
7.14
160
55..16
986
mou
7.70
5.98
ISO
61.66
10.15
5.]0
180
74AS
9.16
fl60
629
4.77
MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS
3' x 0.024 x I - LB EPS PANELS
(ENCLOSED STRUCTURES -EXPOSURE B)
3' x 0.024 x 1 - LB EPS PANELS
(ENCLOSED STRUCTURES -EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)l
MAX. ALLOWABLE SPAN ITT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/120
L/180
L/240
L/120
L/ISO
L/240
110
1562
16.96
H.64
12.92
110
22530II120
2225
1&90
13,58
11.86
120
26.91
16n1
14.)4
12.43
10.]0
130
25.99
M17.46
14.95
12.63
10.91
130
3154
14.53
1380
1198
9]6NO
3023
1U5
11.74
IU21
140
3652
132)
last
10b0
8.87
150
34AI
1323
IM92
9.19
150
41.93
12]9
12L8
A]]
B.05
160
39.43
12A5
IM14
8.42
100
4]b9
1126
IIJO
fl99
]27
um
49.99
IIe3
8.72
7.5
180
was
m25
929
].SB
5.86
MULI1r4T ULIIMMIL LUAU] Hl U.b rUX HLLUWRILL LIJHBS
3' x 0,024 x I - LB EPS PANELS
(PARTIALLY ENCLOSED STRUCTURES)
(EXPOSURE B)
3' x 0.024 x 1 - LB EPS PANELS
(PARTIALLY ENCLOSED STRUCTURES)
(EXPOSURE C)
WIND
SPEEDF)l
MATE
MAX. ALLOWABLE SPAN (FT)
'WIND
SPEED
NET ULTIMATE
LOAD (PSF)t
MAX. ALLOWABLE SPAN (FT)
160.1A°
L/120
L/180
L/240
ae
80
L9.461201527
14.62
5
M629.58
110
3M2
s
N-09
6
got
Man2
120
lassIL47
4
8.411301926
7..4514012.93
IE62
1065
IM34
8.62
8.62
130
4626
4626
ILp
8
]AS140II.BO
IIJ6
9.45
9.45
7.73
140
53b5
IM47
9
17�85.28
656
I501084
10.93
8.63
6:21
150
6-9
9b2
6
5.74
1601001
1016
)J)a
6.13
160
70AS
829
9
4ISO9.29
0.7q
6A4
qJl
180
88.69
8.31
8
3.55
MUL,Ll ULIH9HIL LIeHUJ Ill U.b tUK PLLUWABLL LUAD�
PRODUCT APPROVAL DETAILS:
• BLOO LODE 6lnmmONFLORNA81m
UwOt OFUSE FORPATIOUSEO.VLYpOSXrA QRYU
GRPORIS
4An0MVERS
411NROOMS
4cREFM ENCLOSURES
I NOPIES
4)THFRSP111AR MMORMIU. NRSS
Note
I. All product performance speeJwtions and construction requirementsahsllbernginegedbya
licensed design professional in accordance with the Aluminum Design Manual, Specificauiarcr &
G.Welineefar Aluminum Serucrurer, WarhingMn, DC, for wind resistance in conformance to FBC
Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30 for RoofCompaments and
Cladding for Enclosed and Open Stmctmrs. Effective area for wind load calculations based on 50
sq. feet (absolute value Ofwntmlling design wind pressure is shown on span tables).
2. Span schedule show maximum mofpmel spares between two sided clear supports as shown.
3. Wind load design pressures in slow tables are calculated in accordance To ASCE 7-10, Components
&Cladding loads as required in FBC Table 2002A. Meanraofheightofsumnumsballnotexceed
15 fat shave grade. Span tables for open structures based on 7.5' max. mofslope and used the Ing.
of fine Dow and obstructed Bow net pmssom coefficients. Spun tables for enclosed and partially
enclosed strun ors bawls. 27' max. and 7' roofslope, respectively.
4. Each mofpanel shall be connected per design professional's instructions, but may use coma per
details shown on this dwg. m each support (or other approved connection by design professional)
w/ aria 0.040'thick, 6063-T6 aluminum base local. Edge panels shag be supported on min. three
sides or per design professional's instructions. Details 1 & 2 are reflective ofthe boundary
conditions Wilicad in the testing ofp.,Ia as referenced in the test rcimul.
S. Composite panels shall be constructed using type 3105-HI54 aluminum facings, l or PCF ASIM
C-578Imperial Foam & Insulation Manufacturing brand EPS adhered to aluminum facings with
Mond M640 Series adhesive (by Rohm and Haas Company). Fabrication to be by Swetall panel
products only in accordance with approved fabrication methods.
6. St ucmll mofpunels maintain a UL 1715 (Sr) class 'B' (ext) rating and arc NER-501 approved
7. This specification has been designed and "I be fabricated in accordance with the requirements of
the Florida Building Code 6th Edition (2017 FBCI composite panels comply with Chapter 7
Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. AN local
building code sm ndmems shall be adhered to as required.
8. The designer shall determine by accepted engineering pmcdee the design loads for site specific load
conditions (including load combinational) using the data from the loads tables and spans in this
approval.
9. Defection limits and allowable spars have been listed to meet FBC including the HVHZ In HVHZ,
this product shall be mod in structures meeting the requirements of Section 1626.1, unless impact
resistmece in accordance to the HVHZ requirements are mat,
10. Safety factor of2.0 has been use to develop allowable loads and spans Bow testing in accordance to
the Guidelines far Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20.
II. Testing has been conducted in accordance to ASTM E72-05: Strength Test offsnehs for Building
Consteactiort
12. Linear interpolation shall be allowed for figures within the tables shown
13. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design
professionals may include the length ofthe fan bawl TO exceed shown figures as part of
sins -specific rngincermg.
14. Reference cast mpons: Certified test reports STRI.002-03-01, STRL-002-03-02, SIRL- 0341
by PRI-Consnmuma Materials Technologies LLC.
D❑ KIM
ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
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OPTIONAL
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\ ALUMINUM BOTTCM-/
FACINGS
Fes --CLEAR SPAN (L) INSIDE TO INSIDE CH.
ENGINEER OF RECORD TO PROVIDE
ALL ROOF CONNECTIONS 6 ADD THICKNESS OF 36' MAX IN FRONT 6 25%
SUPPORTING STRUCTURE ➢ETAILS WALL FOR TOTAL OF PANEL WIDTH R SIDES
IN ADDITION TO AND IN -LIEU OF PANEL SPAN: (12' MAX AT SIDES)
DETAILS SHOWN.
3" EPS ROOF PANEL/ SPAN DESCRIPTION
D❑ KIM
ABSOCIATES. LLCCpN6ULTING
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