HomeMy WebLinkAboutPRODUCT APPROVAL ROOFINGr� Florida Building Code Online - Page 1 of 2
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Product Approval Menu > Product or Aoplication Search > Application List > Application Detail
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� � �,q„� FL # FL21443-RI REVIEWED Faai CO-i
Application Type Revision REV�WEP BY
Code Version 2017 DATE
Application Status Approved PLANS AND PERMIT MUST BE KEPT ON JO:
OR NO INSPECTION WILL BE -,LADE.
Comments
Archived i..i
Product Manufacturer Structall Building Systems, Inc. end u�pet
350 MK
Address/Phone/Email Oldsmar,
FL 34677 THESE r1.wh7 AM AU MPOSED
(813) 855-2627 ARE SUBJECT TO ANY CORRECTIONS
info@structall.com Ii�l �7 DY V� 111�1 CORRECTIONS
iN
REQUIRED 8Y HELD INSPECTORS THAT
Authorized Signature Kenny Matuza MAYBE NECESSARY IN ORDER TO
info@structall.com COMM WO "AMOAB61 60BESa
Technical Representative Ken Clay ~
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677-4906
kclay struct 06 ��
kclay@structall.com TENERS ORATTACREHTS
Quality Assurance Representative Ken Clay AAE THE RESPONSIBIL111YOF THE
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677 �R Of &TWRD
(800) 969-3706 1u■1�/�
kclay@structall.com
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
03 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim
the 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
(�!i Validation Checklist - Hardcopy Received
Certificate of Independence FL21443 RI COI certificate of independence pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
'FIF CO ma y
Sections from the Code
1708.2 IF
�
https://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtgHS olOoKvoR... 3/6/2018
Florida Building Code Online,
.J
- Page 2 of 2
.. ,.f
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
. , Summary of Products
4 J
Method 2 Option B
09/28/2017
10/02/2017
10/08/2017
12/12/2017
F.L
Model, Number
or Name
Description
21443.1. ; `� '` ``'
Snap�N-Lock Composite
Panel
3"x0.024"x1lb EPS Composite Panel
Limits of Use -- '' s '
Approved.for u'se,infHVHZ:`Yes
Installation Instructions
F121443 Rl II 2017 FBC Structall 3in-024-1LBS panel
Installation DWG.(2df
Verified By: PRI Construction Materials Technologies, LLC
°Approved for use outside�HVHZ: Yes
Impact Resistant: No
Design Pressure: +88.69/-88.69
Created by Independent Third Party: Yes
Other: In HVHZ, product shall be used in
meeting the requirements of FBC Section)
structures
1626.1, unless
Evaluation Reports
FL21443 RS AE Structall 024-030 Evaluation Report-2017
FB df
impact protection is provided. See installation
drawing for
design pressures and spans.
Created by Independent Third Party: Yes
f21443:2.1,++"• t;Eili O{§ :ir .tSnap-N-Lock
Co�posite
Panel
3"x0.030"x1lb EPS Composite Panel
Lirriits,ofju+se', 1 ' .;T•r`:
.Approved for use,in.HVHZ: Yes
sAolproved for use'SU ide HVHZ: Yes
Installation Instructions
FL21443 R1 II 2017 FBC Structall 3in-030-1LBS panel
Installation DWG.Ddf
I Impact.Resistant:> Norj•-,,;
Design Presssure:'! 8M.69/-88.69
'Other:,In, Hvy2; P'Qget'shall be used in
meeting the requirements.of FBC Section
structures
11626.1, unless
Verified By: PRI Construction Materials Technologies, LLC
Created by Independent Third Party: Yes
Evaluation Reports
FL21443 RI AE Structall 024-030 Evaluation Report-2017
FBC.Ddf
impact protection is provided. See install
tion drawing for
design pressures and spans.
Created by Independent Third Party: Yes
; ^. ,'j 1 �,�• ��, f� Back Neut
i.4•rl. ,�Ili.i11• ict, ii`.7 r,..
Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
I - I .
�1 The State oF}'Florida is an AA/EEO employer. CoovInaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
1 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 Octoberl 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_dtl.�spx?param=wGEVXQwtDgtgHSolOoKvoR... 3/6/2018
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. ALLOWABLE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L1611 L/8a
L/120
L/180
L/240
LIT--, 1181
L/120
L/180
L/240
110
23.03
17.22
15.68
13.36
11.64
110
27.96
15.63
14.51
12.20
10.47
120
27.41
15.73
14.63
12.32
10.59
120
33.28
14.05
13.47
11.15
9.43
130
32.16
14.34
13.67
1I.36
9.63
130
39.06
12.73
12.50
10.19
8.47
140
37.30
1309
12.78
10.47
8.74
140
45.30
11.62
11.61
9.30
7.58
150
42.82
1103
11.95
9.64
7.92
150
52.00
10.68
10.79
8.48
6.75
160
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
1 9.76
7.46
5.73
180
1 74.88
9.16
8.60
6.29
4.57
MULI1rLT ULIIMAIL LUAIJS 1ST U.b hUK ALLUWAHLL LUAUS
13' 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)1
MAX. ALLOWABLE SPAN (FT)
V60 1 Liea
L/120
L/180
L/240
v6. 1 Lie.
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
!L 6
120
26.91
16.01
14.74
12.43
10.70
130
25.99
16.35
14.95
12.63
I;. ,
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
8A2
160
47.69
11.26
11.30
8.99
7.27
I80
49.99
11.22
11.03
8.72
1 7,00
too
60.38
10.25
9.89
7.58
5.86
MUL111'LT ULIIMAIL LUAU) tST U.b tUK ALLUWAISLE LUAUS
3' x 0,024 x 1 - LB EPS PANELS
(PARTIALLY ENCLOSED STRUCTURES)
(EXPOSURE B)
3' x 0.024 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 CPSF)1
MAX. ALLOWABLE
SPAN (FT)
116. 1 L/61
L/120
L/180
L/240
ITU 1 1/9a
L/120
L/180
L/240
110
27.28
15.87
14.66
12.35
10.62
110
33.12
14.09
13.49
11.1E
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
;40
44.18
11.80
11.76
9.45
7.73
140
53.65
10.47
10.60
8.29
6.56
Y,50
50.72
IG.84
I0.93
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
70.08
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
1 5.28
- 3.55
MUL 11rL T ULIIMAIL LUAU IJT U.b t UK ALLUWABLL LUAUS
PRODUCT APPROVAL DETAILS:
•
BLDG CODE: 6TH EDITION FLORIDA BUILDING CODE (2017 FBC)
1)❑ K I M
& ASSOCIATES. LLC
•
LIMITS OF USE: FOR PATIO USE ONLY (RISK CATEGORY I).
-CARPORTS
C O N S U LTI N G
-PATIO COVERS
STRUCTURAL
-SUNRGOMS
ENGINEERS
-SCREEN ENCLOSURES
-CANOPIES
-OTHERSIMILAR MINORSTRUCTURES
PO BOX 10039
Tampa, FL 33679
Note
Tel: (813) 857-9955
I.
All product performance specifications and construction requirements shall be engineered by a
Am,
at4
Description
licensed design professional in accordance with the Aluminum Design Manual, Specifications &
Q
m rr
APpmFsoLavaooucr
Guidelines for Aluminum Structures, Washington, DC, for wind resistance in conformance to FBC
Chapter 16 for Components and Cladding Loads. ASCE 7-I O Chapter 30 for Roof Components and
Q
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.
in load design pressures in span tables are calculated in accordance to ASCE 7-I0, Components
& Cladding loads as required in FBC Table 2002.4. Mean roof height of structure shall not exceed
Q
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 27° max. and 7° roof slope, respectively.
2
4.
Each roof panel shall be connected per design professional's instructions, but may use min, per
details shown on this dwg. at each support (or other approved connection by design professional)
III it
C EL
w/ min. 0.040" thick, 6063-T6 aluminum base metal. Edge panels shall be supported on min. three
N QZ a-
E n. 4
sides or per design professional's instructions. Details 1 & 2 are reflective of the boundary
y m n z U
conditions utilized in the testing of panels as referenced in the test reports.
rA v O rn 73
o
5.
Composite panels shall be constructed using type 3I05-H154 aluminum facings, I or 2 PCF ASTM
m x M LL O
C-578 Imperial Foam &Insulation Manufacturing brand EPS adhered to aluminum facings with
-�Caaza
v CaLL
Morad M640 Series adhesive (by Rohm and Haas Company). Fabrication to be by Structall panel
> j `m Lu m Lu
products only in accordance with approved fabrication methods.
o0 0 x Q W
6.
Structall roof panels maintain a UL 1715 (int) class'B' (ext) rating and are NER-501 approved.
to - w
7.
This specification has been designed and shall be fabricated in accordance with the requirements of
2 o
the Florida Building Code 6th Edition (2017 FBC), composite panels comply with Chapter 7
Ci a co
Section 720. Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local
m 2
building code amendments shall be adhered to as required.
0 jE
8.
The designer shall determine by accepted engineering practice the design loads for site specific load
LL
conditions (including load combinations) using the data from the loads tables and spans in this
approval.
DRAWN BY. one
CHECKED BY: DY
9. Deflection limits and allowable spans have 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
SCALE ASSHOwN
resistance in accordance to the HVHZ requirements are met.
DATE: iW19/16
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 I 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
Q'�tGEKSF'.
I.
Construction.
DO YEON KIM, P,E:
12.
Linear interpolation shall be allowed for figures within the tables shown. _
FLA REG. NUMBER49494 _
13.
Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design
•
`professionals Do
may include the strength of the fan beam to exceed shown figures
P Y g gores as part of =-
Kim 5A1CIATE. �Ct
T'�., �T€
site -specific engineering.
;Fg'••.
14.
Reference test reports: Certified test reports $TRL-002-03-0I, STRL-002-03-02, STRL-004-03-01
I-9�'PAL
by PRI-Construction Materials Technologies LLC. m:Kem nss Seeja«o•aaN......"4ua1m 6y D,r
Drawing No. -161027
SHEET IOF2
t
1
t
011x4' S.N.S. W/ IY'0 FENDER WASHER
AND NEOPRENE GASKET B 12' D.C.
3COMPOSITE
ROOF PANELS
(EXTERIOR)
O O O O 0 O O O O O r) O O
0 0 0 0 0 0 0 0 0 0 0 0
10 00000000c 000000000 Os)000
O O O O O O0O O O O �> O O
cil\ (INTERIOR)
"HEADER/EAVE RAIL
MIN. 7x2xO.045
DETAIL 2
SEAL JOINT WITH
CONTINUOUS CAULKING
__T
SEALANT�
814xYa' SMS W/ INTEGRAL 3/4'0
WASHER AND NEOPRENE GASKET
B 12' D.F TOP 6 BOTTOM.
)OOOOOOOOOOC
0 0 0 0 0 0 0 0 0 0
DETAIL 1 BOTTOM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
DETAIL 2 GUTTER OR
SLOPE 4'AMAX WIDTH INTERLOCKING 00
DRIP CAP
PANEL
MIN SLOPE)
00000000z 0
000000 00a. EPS CORE 1LB 000
000000da 0000000 \ ALUMINUM BOTTOM
FACINGS
Imo- CLEAR SPAN (L) INSIDE TO INSIDE O.H. -
ENGINEER OF RECORD TO PROVIDE
ALL ROOF CONNECTIONS & ADD THICKNESS OF 36' MAX IN FRONT & 25%
SUPPORTING STRUCTURE DETAILS WALL FOR TOTAL OF PANEL WIDTH IR SIDES
IN ADDITION TO AND IN -LIEU OF PANEL SPAN: (12' MAX AT SIDES)
DETAILS SHOWN.
3" EPS ROOF PANEL/ SPAN DESCRIPTION
14' FLASHING (CONT.)
TUCK UNDER SHINGLED
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN IW BEARING LEG.
(1) Y'0 x 2' LAG SCREW E 24. O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
SECURE FASCIA TO EACH RAFTER TAIL
V/ (1)Y'0 x 4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNEL
D❑ KIM
Ss ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
IojrjIS ROVALRPRODUCT I
SOFFIT
Q
(OR)
SOFFIT
Q
SEALANT
Y' 0 x 216' LONG LAG SCREW OR
Q
SLOPE
'• �
MWOODASONRY
Y' 0 x D.C. LONG MASDNRV ANCHORS
B 24' G.L. MAX.
O O O O O' 4
00000,00000000
00
0000000000
•
' T.
HGST STRUCTURE
Q
O
cNF1SONRY OR VGGD)
�O
ww0-
914xYa' S.M.S. W/INTEGRAL Y'0 WASHER ANO
EXTRU➢EO GR BRAKE-FGRMED ROOF HEADER
Z CL
a Q
NEOPRENE GASKETB 12' O.C., TOP 6 BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
GR RECEIVING CHANNEL (0.044- MIN. THICKNESS)
WITH MIN We- BEARING LEG.
In
y r
Q
2 Y U
FASTENERS USE 014x4' S.M.S. V/lY' 0 FENDER
WASHER AND NEOPRENE GASKET B 12' O.C.
R
O
y
(n
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w20
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DETAIL 1
� m
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DO J0
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DO YEON KIM. P.E
FLA. REGj4UMBER 494- �
=
.w_
D bO Klfrv18*06CIATES 5�
This item has be nelectruhfwlhnigx4iiaand sealed
? by Do Y. Kim. PE n this date using a Digital
' Signature. Printcopies ofthis document are not
onsidered sign andsealed and thesig—tue,
mustbeverified nanyelectroniccopies.
2017.09.28123 0-04'00'
Drawing No.-161027
SHEET 2OF2