HomeMy WebLinkAboutPRODUCT APPROVAL3/28/2019 Florida Building Code Online
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FL #
` FL21443-R1
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
SCANNED
Archived
_; BY
St.
Lucie Co
Product Manufacturer
pt
Structall Buildingems, 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
kday@structall.com
Quality Assurance Representative Ken Clay
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677
(800)969-3706
kclay@stmctall.com
7
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
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
i' Validation Checklist - Hardcopy Received
Certificate of Independence
FL21443 R1 COI certificate of independence.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards FILE Copy
Certified By
Sections from the Code
1708.2
https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtgHSolooKvo Rq%2fyMx%2fmWQaFNu%2b5sh9biREXUKKYyKtyQ%3d%3d 1/2
3/28/2019
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
I
Method 2 Option B
09/28/2017
10/02/2017
10/08/2017
12/12/2017
FL # I Model, Number or Name
Description
21443.1 Snap-N-Lock Composite Panel _
3"x0.024"x1lb EPS Composite Panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21443 Rl II 2017 FBC Structall 3in-024-1LBS panel
Approved for use outside HVHZ: Yes
Installation DWG.pdf
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 RI 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"x1lb EPS Composite Panel
LlmltS of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21443 RI II 2017 FBC Structall 3n-030-SLBS panel
Approved for use outside HVHZ: Yes
Installation DWG.pdf
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 RI 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
Back nee]
Contact Us :: 2601 Blair Stone Read. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. SRRttloht 2007-2013 State of Ronda.:: pdy Statement :: Arressibilitv_5[a[ement :: 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 Nay have one. The entails
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:
sectiri tv,m GC)i1C5
https:/lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgtgHSolOoKvoRq°/p2fyMx%2fmWQaFNu°/p2b5sh9bl REXUKKYyKty4%3da/o3d 2/2
STRUCTALL BUILDING SYSTEMS PANEL SPAN TABLES:
3' x 0.030 x 1 - LB EPS PANELS
(OPEN STRUCTURES -EXPOSURE B)
3' x 0.030 x 1 - LB EPS PANELS
(OPEN STRUCTURES -EXPOSURE C)
WIND
SPEED
NET ULTIMATE
LEAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
WIND
SPEED
NET ULTIMATE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
eo
U17.96
L/120
L/180
L/240
w
vIfi.65
L/120
L/IBO
L/240
110
2303
16b4
14J9
13.42
'110
27.96
1S]2
]3tl]
¢50
ISO
27..41
16.92
IS 82
13.96
12.60
120
33.ea
15.98
14.30
W.04
1 11.68
EM
32.16
16,11
1].06
13.20
ILaO
130
39.06
15.31
14.15
12.28
10.92
140
37.30
15,48
14.36
12.50
11.14
140
45,30
1455
13.45
11.58
10.22
150
42,82
1483
13.71
11.85
10.48
J50
52.00
13.80
12SD
10.93
9.56
160
4&72
14.16
13.10
1123
9.87
1
59.16
13.05
12.19
10.31
&95
too
6L66
12.80
IL99
10.12
9.75
160
74.88
11.07
920
7.83
MULIV`1_T ULIIMAIL LUAUS BY U.b FUR ALLOWABLL LUAUS
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)
L ®
L/120
L/180
L/240
®
Vh18.09
L/120
L/180
L/240
110
MISS
1902
Vb5
1580
14.44
Ila
22.53
16.75
14.90
1353
120
22.25
1&13
16MI
19.96
13.60
in
2691
L629
15.91
19.03
12b9
GO
25.99
11.13
16.07
14.21
12.65
130
3154
16.20
15.16
13.30
11.99
140
30.23
1636
15.36
13.5
12.19
140
36.52
I5.58
14.4]
1260
11.29
I50
34.61
15.0
1472
1226
11.49
150
41.93
14.99
13.82
1195
IU.59
16D
3943
15.23
14,11
1224
10.88
160
47.69
11424
13.2
11.33
9.97
1B0
49.99
14.03
12.Y9
11.12
9.76
180
to In
12.93
12.09
VMS
&85
MULILPLT ULIIMAIL LUAUS BY U.b FUK ALLOWABLL LUAUS
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)
V d
wwo
L/120
L/l80
L/240
V wa.eo
L/120
L/L
L/B40
110
27.28
1689
1594
Ii98
12.62
110
33.12
16.03
N.93
130E
11.70
120
32.46
16.06
15.02
13.16
11.90
220
39.42
1523
19.10
1224
loss
GO
3&10
15.51
14Z6
12.40
11.04
130
46,26
19.99
13.35
IIAB
10.12
140
4d,18
14.67
13.56
1170
10.33
140
53.65
13.63
12.65
1.74
9.41
150
S0.72
13.94
12.91
11.4
9.6&
150
61,59
12.81
12.00
10.12•
BJ6
LEE
57.71
13.20
Mao
.0.43
9.07
160
70.08
11.99
ll.39
A51
8]5
180
73.Od
IIA2
I1.19
9.31
].95
180
8869
IO.D
30.28
&39
7.03
MULTIPLY ULIIMAIL LOADS BY 0.6 FUR ALLOWABLE LOADS
PRODUCT APPROVAL DETAILS:
• BLD(iCODE: AID EDITION RUNIUAUUILDINGL'VDERUI]FUL'1
❑Q KIM
6 ASSOCIATES. LLC
• LIMII5 UY USN YUN PAl 10WIi ONLY (RISK CA rL<iUNS'll.
-CARPORTS
CONSULTING
-FA'II)CUV6R8
STRUCTURAL.SCnRODKVS
ENGINEERS
SCREEN ENCIA)LR13
i'ANOPJIS
-0TIIER tiIMILAR MINORKr0.UCNNEti
SIMILAR
PoOl d9
Note
w'W.ILFL]YiY
dal: ltl 191 tl51y399
1. All Pnmud pen'ormunce specifications And construction requirements shall be engineered by a
"^4++
Ovaeareisq
licensed design professional in aasamdure with the Alulniaum Design Manuel. Syer�kvoions &
dh
„'',
° �° FZ
Guidefla"Jor,ihlminum Soucrurev. Wrugingron, DC. for wind resistmne in cullfilmlanee [u FBC
Chapter 161'or Cu rimmarlts and Cladding Luads, ASCF. 7-10 Chapter 30 f r Raw'C mpunams and
Q
Claddl ng fur Enclosed and Open S[r11V1A1'Ca.E(ICE'[Iva area for wind load cuI1:U AI1Vn bused an 50
sq. feet (absolute value Of controlling Cosign wind pressure is shown on span tables).,
2. Span schedule show maximum mul'Pand spans between two sided clem suppuns as shown.
3. Wind Iuad design pressures in span tables arc calculated in accordance to ASCE 7-10, Components
&Cladding loads av rcyuimO in FBC'"fable 2UV2.1. Mcnn roof hcipht ul'nmludwc .,hull n0l axcecJ
Q
15 (cut have grade. Spun mblas for UPan ftmetnre5 based on 7.5° Dr.. Out slope and used the nvg.
of I'rec flow and obstructed Bow act pressure coefficients. Span tables I'or cnclu ad Sind punielly
en dusdshartmesbasdon27-ums. mtd7°raarfslupe.rcspecthaly.
j
4. Each muf panel shad) be connected per design professional's im uctions. but may use min. per
O '
deails shown on this dwg. at each support (or other approved connection by design professional)
Of
w/ min. ONO" thick, 6063-T6 uluminunl base metal. Edge panels Shull be supported on min. Race
is Va<
E
sides or par design pofessional's instructions. Data, Is I& 2 am factive Uftbc bumniary
.',, 2LF1
O
conditimu wilt ad in the testing afpancls as referenced in the test raT.M.
N 0 aa m O
5. Composite panels shall be constmeted u ing type 31 05-H 154 aluminum lacings, I or 2 PCF ASTM
Ce s ro O
C-578 Imperial Foam & Insulation Manufuquring brand EPS adhered to aluminum facings with
o `m C_ n z a
Mmad M640 Saito adhesives (by Rohm and Haws Company). Fabrication 1u a by Simalall purl
m n m an 2 rep
products only inaac.ndmtec with Sppruv,d fabricaia melhuls.
_EDE Q22
6. SINclall rat pamcls maintain a UL 1715 (in[) class'B' (call rating and mo NER-501 uppmvcd.
9 Mss O ^ w F
7. This.specificathm has been designed am ahu11 be fabricated in a¢mdauce with the requirements of
2 a7 mo h F
the Florida Building Code 61h Edition(2017 FBC), composite panels comply with Chapter 7
m oKa
21
Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Secion {6U3. All local
o
building code amendments Shall be adhered to as required
0U iE
8. The designerihall determine by accapwd engineering practice the design Iuad- I'ur site spreilic load
Il
cooditimis (including lead combinations) wing the data from the leads [Ohio wad spans in this
approval.
cla
cn cneo Ur:
9. D9I1edion limits and mlownbla spans have been listed to meet FBC hdUdh 1, the H VHZ. In H VHL,
This product shall be used in stroctures sleeting lilt requirements of Section 1626. 1, unless impact
s.L, Aisas.s
resistance in accordance lO life HVHZ requirement., me met.
s,"
• 'a
Y. ff/
10. Safety tivator U12.0 has been use to develop allowable hands and spun, trail toting inaccordance to
the Guidclinm for Aluminum Structures Pan I and conforms to the FBC Chapter 161And 20.
O
11. Testing has beteaeond.Ewd inaccordevice lVASTM E72-05: Strength Test of Panclj[or Building
Construction.
12. Llmau lmmaublion YIWII be allowed for llgn�CY lvlthiD the tables shown. A:
aYEON nIM:PE�4'
Fh CCIEDSKIMA9iA);
13. Panels with fan bennla shall be considered equivalent o similar panels without fan beams.Design =._
or=
pm.spacific may include Idle strength U(IM1C (an beam t0 tXled 5IIo1Vm IlgarC! as lainof -
aquLAs9 .. L2
�SS]DM%'LrL"i°
siteerancet engineering.
14. Rdircncr mxl rcpnns:Ccrtified lest reports STRL-II05A3-0I, STRL-005.113-02. STRRL-I106-03-0I
d
by PRI-Construction Materials Technologies LLC m,.a,.,w
,.wnWryryeaNs.IwwWc
Drawing No..161027
31,' NAX,
IBr X' SMS: V/ IN'. TIMER VPSHER tlIR.W SMS V/ INIEOMAL %'.
MO NEOPRENE CASXL1 C 12' OC, VASMER AND EIRTMENE LASXET
3' EWDS17E B IY OZ TOP I ..IT.
/—, 0001 PANELS
tEXTERIOM) / I
DETAIL 2
SEAL JGINT WIIII
CONTINUOUS CAULKING
)UUQ UODUE�
0000 000000 is
) O O O O O O O O O O C
DETAIL BOTTOM FACINGS
INTERLOCKING CROSS SECTION OPTIONAL
➢ETAIL 2 GUTTER
OR
9' MAX WIDTH INTERLOCKING \ DRIP CAP
SLOPE \
PANEL <1/4'/FT MIN SLOPE) /-
0000000 000 wl¢-
_oo0is 00000000 EPS CORE ILB 000�0�0
\ ALUMINUM BOTTOM
FACINGS
CLEAR SPAN (U INSIDE TO INSIDE D.H.
ENGINEER OF RECORD TO PROVIDE
ALL ROOF CONNECTIONS 6 ADD THICKNESS OF 36' MAX IN FRONT 6 25%
SUPPORTING STRUCTURE DETAILS WALL FOR TOTAL OF PANEL WIDTH @ SIDES
IN ADDITION TO AND IN -LIEU OF i PANEL SPAN (12' MAX AT SIDES)
DETAILS SHOWN.
3" EPS ROOF PANEL/ SPAN DESCRIPTION
M
EKIRYDE➢ OR ➢RAGE-r URIE➢ FOG' HEALER
OR RECEIVMG LINNNEL t0.D14• MIN THICKNESS)
WITH MM 0'.'1 LEG.
0> W. a 2• LAG ICREV a 94' U.C.
ENURE LENGTH OF RECENINC CX.WN EL
SECURE FASCIA 70 EACH RAPIER TAIL
V/ 0) KA'0 P LONG PAN HEAD LAG SCREWS
➢EEORE TT PCHINL FLCEIVINO CHANNEL
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Drawing NG.-161U27
SHEET 2OF2