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I
Application Type I RevisionRl
Code Version 2017
Application Status Approved RECEIVED
Comments MAR 0 5 2018
Archived _.
ST. Lucie County, Permitting
Product Manufacturer Structall Building Syste .
Address/Phone/Email 350 Burbank Rd.
I Oldsmar, FL 34677
(813) 855-2627
info@structall.com
Authorized Signature I 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 I Ken Clay
Address/Phone/Email I 350 Burbank Road
Oldsmar, FL 34677
(800)969-3706
kclay@structall.com
Category jPrducofingSubcategory ts Introduced as a Result of New Technology
Compliance Method I Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
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
CBUCK Engineering
Validation Checklist - Hardcopy Received
Certificate of Independence FL21443 R1 COI certificate of indgpendence_pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1708.2
Product Approval Method ; Method 2 Option B
Date Submitted
09/28/2017
Date Validated
10/02/2017
Date Pending FBC Approval
10/08/2017
Date Approved - 1
12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
21443.1
Snap-N-Lock Composite Panel
3"x0.024"xllb EPS Composite Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL21443 R1 II 2017 FBC Structall 3in-024-1LBS panel
Installation DWG.pdf
,Impact Resistant: No
Design Pressure: +88.69/-88.69
Verified By: PRI Construction Materials Technologies, LLC
Created by Independent Third Party: Yes
Other: In HVHZ, product shall be used in structures meeting
the 'requirements of FBC Section 1626.1, unless impact
protection is provided. See installation drawing for design
Evaluation Reports
FL21443 Rl AE Structall 024-030 Evaluation Report-2017
FBC.odf
.pressures and spans.
Created by Independent Third Party: Yes
21443.2
Snap-N-Lock Composite Panel
3"0.030"xilb EPS Composite Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21443_Ri II 2017_FBC•.Structall_3in,-_ in-j BS�anel
Approved for use outside HVHZ: Yes
Installation DWGpdf
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
FL21443_._R1_AE Structall._024=030_Evaluation Report 2017
protection is provided. See installation drawing for design
FBC.pdt
pressures and spans.
Created by Independent Third Party: Yes
Back FE
Contact Us :: 2601 Blair Stone Road. Tallahassee Fl, 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013State 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
i (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 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:
L 0
..............._...................... _._._..._........... ........._..
Credit Card
Safe
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)1
MAX. ALL WA LE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/60 t Lao/I2
L/180
L/240
L/60 t L/a0
L/180
L/240
110
23.03
17.22
15.68
13.36
11.64
110
27.96
15.63
12.20
10.47
120
27.41
15.73
14.63
12.32
10.59
120
33.28
14.05
q12.5O
11.15
9.43
130
32.16
14.34
13.67
11.36
9.63
130
39.06
12.73
10.19
8.47
140
37:30
13.09
1
10.47
8.74
140
45.30
11.62
9.30
7.58
1 0
42.82
12.03
11.9
9.64
7.92
150
52.00
10.68
8.48
6.75
48.72
11.11
11.18
8.87
7.14
160
59.16
9.86
10.01
7.70
5.98
180
61.66
10.15
5.76
7.46
5.73
180
74.88
9.16
8.60
6.29
4.57
' MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS
3" x 0,024 x 1 - 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)1
MAX. ALLOWABLE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)'
MAX. ALLOWABLE SPAN (FT)
L/60 6 Lao
L/120
L/180
L/240
L/60 t Lre0
L/120
L/180
L/240
110
18.62
18.98
16.96
14.64
12.92
110
22.53
17.87
15.82
13.50
11.78
120
22.25
17.46
15.90
13.58
11.86
120
26.91
16.01
14.74
12.43
10.70
130
25.99
16.35
14.95
12.63
10.91
130
31.54
14.53
13.80
11.48
9.76
140
30.23
14.91
14.05
11.74
10.01
140
36.52
13.27
12.91
10.60
8.87
150
34.61
13.71
13.23
10.92
9.19
150
41.93
12.19
12.08
9.77
8.05
160
39.43
12.66
12.45
10.14
8.42
160
1
47.69
11.26
11.30
8.99
7.27
180
49.99
11.22
1 11.03 1
8.72
7.00
180
1 60.38
10.25
1 9.89
7.58
5.86
' MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS
3" x 0,024 x 1 - LB-EPS-PANELS- -
(PARTIALLY ENCLOSED STRUCTURES)
(EXPOSURE B)
- -- 3'- x-Or024--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)
L/60 t vea
L/120
L/180
L/240
v6o t Lreo
L/120
L/180
L/240
110
27.28
15.87
14.66
12.35
10.62
110
33.12
14.09
13.49
11.18
9.46
120
32.46
14.26
13.62
11.30
9.58
120
39.42
12.66
12.45
10.14
8.41
130
38.10
12.93
12.65
10.34
8.62
130
46.26
11.47
11.49
9.18
7.45
140
44.18
11.80
11.76
9.45
7.73
140
53.65
10.47
10.60
8.29
6.56
150
50.72
10.84
10.93
8.63
6.90
150
61.59
9,62
9.77
7.46
5.74
160
57.71
10.01
10.16
7.85
6.13
160
70.09
-8.89
8.99
6.69
4.96
180
73.04
9.29
8.74
6.44
4.71
180
88.69
8.31
7.58
5.28
3.55
MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS
PRODUCT APPROVAL DETAILS:
•
BLDG CODE: 6TH EDITION FLORIDA BUILDING CODE (2017 FBC)
D ❑ K 1 M
& ASSOCIATES, LLC
•
LIMITS OF USE: FOR PATIO USE ONLY (RISK CATEGORY 1).
CONSULTING
-CARPORTS
-PATIO COVERS
STRUCTURAL
-SUNROOMS
ENGINEERS
-SCREEN ENCLOSURES
-CANOPIES
' -OTHER SIMILAR MINOR STRUCTURES
BOX 10039
- Tampa, FL 33679
Tel: (813) 857-9955
Note
Rev./Dal
Description
1.
All product performance specifications and construction requirements shall be engineered by a
0
-
2017
I ISSUED FOR PRODUCT
APPROVAL
licensed design professional in accordance with the Aluminum Design Manual, Specifications &
Guidelines for Aluminum Structures, Washington, DC, for wind resistance in conformance to FBC
0
Chapter 16 for Components and Cladding Loads, ASCE 7-10 Chapter 30 for Roof Components and
0
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.
3.
Wind load design pressures in span tables are calculated in accordance to ASCE 7-10, Components
Q
& Cladding loads as required in FBC Table'2002.4. Mean roof height of structure shall not exceed
15 feet above grade. Span tables for open structures based on 7.5° max. roof slope and used the avg.
of free flow and obstructed flow net pressure coefficients. Span tables for enclosed and partially
enclosed structures based on 27P max. and 7' roof slope, respectively.
j
4.
Each roof panel shall be connected per design professional's instructions, but may use min. per
0
w of
details shown on this dwg. at each support (or other approved connection by design professional)
rn of Z nn-
OU
wl min. 0.040" thick, 6063-T6 aluminum base metal. Edge panels shall be supported on min. three
E a-
sides or per design professional's instructions. Details 1 & 2 are reflective of the boundary
; M r- 2 Y U
conditions utilized in the testing of panels as referenced in the test reports.
U) W QO 7p
5.
Composite panels shall be constructed using type 3105-H 154 aluminum facings, I or 2 PCF ASTM
rn Y J U_ j 0
C-578 Imperial Foam & Insulation Manufacturing brand EPS adhered to aluminum facings with
-0 m D- n- z a-
Morad M640 Series adhesive (by Rohm and Haas Company). Fabrication to be by Structall panel
0
products only in accordance with approved fabrication methods.
CO m E [a j
- 0 U) -tic
6.
S c-tall roof panels maintain a UL 1715 (int) class'B' (ext) rating -and are NER-501 approved.
2 ram)- p N ~ 2
7.
This specification has been designed and shall be fabricated in accordance with the requirements of
_ CD rn F
the Florida Building Code 6th Edition (2017 FBC), composite panels comply with Chapter 7
rn 6 a Q
Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local
°7 2 o
OR
building code amendments shall be adhered to as required.
O O
8.
The designer shall determine by accepted engineering practice the design loads for site specific load
_j
conditions (including load combinations) using the data from the loads tables and spans in this
approval.
DRAWN BY: DYK
9.
Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ,
CHECKED BY: DYK
this product shall be used in structures meeting the requirements of Section 1626.1, unless impact
SCALE: AS SHOWN
DATE: 10/19/16
resistance in accordance to the HVHZ requirements are met.
10. Safety factor of 2.0 has been use 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.
11.
Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building
0. �1GENgF
Construction. -
DO YEON KIM, P.E.
12.
Linear interpolation shall be allowed for figures within the tables shown. =
FLA. REG. NUMBER 494V -e -
13.
Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design
4U
professionals may include the strength of the fan beam to exceed shown figures as part of =
DO KIM &4$,SOCIATES;L4C-
c . `CAR 26¢b7 Z;
site -specific engineering.
CcSStif30X>r003FL `
14.
Reference test reports: Certified test reports STRL-002-03-01, STRL-002-03-02, STRL-004-03-01
L
by PRI-Construction Materials Technologies LLC. Tnis"emn.abee
dea.oni anydyPedane emdbyDPY.
gm.PEonthistla
usinga0i0i1al 5ig.Pdlmeo ds
•1lhis daumen[
the signaNee mu
ed and
re consideredgn,d vgned and seaId
b"_fiedonanyelecvonic Pies.
Drawing No.-161027
SHEET 1OF2
#10x4' S.M.S. W/ 1);'O FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
3' COMPOSITE
ROOF PANELS
r.
me
n10
• •al
I
M1,
e
HEADER/EAVE RAIL
MIN. 3x2xO.O45
DETAIL 2
SEAL JOINT WITH
CONTINUOUS CAULKING
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DETAIL 1 BOTTOM FACINGS
INTERLOCKING CROSS SECTION DETAIL
2
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SLOPE 4' MAX WIDTH INTERLOCKING
/
PANEL (1/4'/FT MIN SLOPE)
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O O O O O ¢ W EPS CORE 1LB
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ALUMINUM BOTTOM
=
I FACINGS
[TD.H.—�
f�—CLEAR SPAN (L) INSIDE TO INSIDE
ENGINEER OF RECORD TO PROVIDE
14' FLASHING (CONT.)
TUCK UNDER SHINGLED
D ❑ K I M
@ LEAST 6'
& ASSOCIATES, LLC-
SEALANT
344' MAX.
CONSULTING
STRUCTURAL
p14xYt' SMS W/ INTEGRAL %'0
EXTRUDED OR BRAKE -FORMED ROOF HEADER
ENGINEERS
WASHER AND NEOPRENE GASKET
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
@ 12' D.C. TOP & BOTTOM.
WITH MIN. IY4' BEARING LEG.
(1) WO x 2' LAG SCREW-@ 24' D.C.
PO BOX 10039
ENTIRE LENGTH OF RECEPANG CHANNEL
Tampa, FL 33679
v-
0 0 0
O
SECURE FASCIA TO EACH RAFTER TAIL
TeC(813)857-9955
0 0 00 0 0
0
O
V/ (1) WOW 4' LONG PAN HEAD LAG SCREWS
0 0 0 0 0 0 0
BEFORE ATTACHING RECEIVING CHANNEL
RevJDat
Description
p
—
]a1]
ISSUED FOR PRODUCT
APPROVAL
OPTIONAL
GUTTER OR
DRIP CAP
ALL ROOF CONNECTIONS & ADD THICKNESS OF 36' MAX IN FRONT & 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
SOFFIT
(❑R)
SLOPE
O O O O O
0000006000
0 0 0 0 0
H14xX- S.M.S. W/INTEGRAL 3,'0 WASHER AND
NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE k14x4' S.M.S. V/IYi 0 FENDER
WASHER AND NEOPRENE GASKET @ 12' O.C.
DETAIL 1
SOFFIT
Y.' 0 x 2$' LONG WOOD LAG SCREV OR
Y4' 0 x 2Y•' LONG MASONRY ANCHORS
' _ @ 24' D.C. MAX.. -- -
oI
_
Q
?'
HOST STRUCTURE
--1
(MASONRY OR WOOD)
J O
W W
�zo2
E%TRUDED UR BRAKE -FORMED ROOF HEADER
' - - OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
m
d Q
WITH MIN.' Ila- BEARING LEG.
>.O
�0
p
�CJ
0O
U)7ir
to LL
IL Z d
_ `
W 5� W
DoDo E
DoJ
to l-NO
X W W
2"O
o
in
o CL
OO
UL
DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE 10119116
�O
DO YEON KIM. P.E. w
FLA, REG. f4UMBER 49497
w:
ADO KIM &ASSOCIATES?f1C-i
This item has be n elec68hically signedand sealed
by Do Y. Kim. PE in this date using a Digital
Signature. Prince I copies of this document are not
considered sign and sealed and the signature
must be verified in any electronic copies.
2017.09.28123 0-04'00'
Drawing No.-161027
SHEET 2 OF
•