HomeMy WebLinkAboutProduct Approval3/16/2020 Florida Building Code Online _
lilt
i— : M111
Professional Regulation
ecIs Home lag In I user Registration I Hot Topics Submit Surcharge I Stales & Facts i Publications Contact Us I aCIS Site Map Links I Search
dIp
Fonda
1
*Product Product Approval
USER: Public User
Product Agpmval Menu > Pmdud or Application Search
> 9gplication List > Applicatian Detail
FL #
FL176
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
1-1
Product Manufacturer
Town and Country Industries,
Address/Phone/Email
400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Tom Johnston
tomj@tc-alum.com
Technical Representative Thomas B. Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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 Frank L. Bernardo, P.E.
Evaluation Report
Florida License
PE-0046549
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
ORLANDO L. BLANCO, P.E.
A Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL17638 RI COI Indep.pdf
Standard Year
ASTM E330 2014
FILE COPY
htlps://www.floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXOw(DgvFGYZsjrZFR6ogOPy632NNMOJAfGjgu5KmkVmhl2UMfAa/o3da/p3d 112
3/16/2020
Product Approval Metl
Florida Building Code Onlin -
Method 1 Option D
— ' b_�
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
10/03/2017
10/05/2017
10/08/2017
12/12/2017
FL #
Model, Number or Name
Description
17638.1
3" Aluminum Roof Riser Panels
3" Aluminum Roof Riser Panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL37638 R1 ti Dwg,pdf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Drawing for Load/Span Design
FL37638 RS AE Eval.pdf
Pressure Tables
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2501 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer..Cg _ ght 2007-2013 State of Florida, :: Privacy Statement :: Accesaibility-Statement :: Refund Statemen
Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Seddon 455.275(1),
Flonda 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 emalls
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 dick here .
Product Approval Accepts:
®®® ER M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6ogOPy632NNMOJAfGjgu5KmkVmnl2UMfA%3d%3d 212
E
0.024" AND 0.030" THICK CLEAR SPAN TABLES
O.750'
0.034' OR O.O30'
o.ew-+-}
49 N .r ''�
e O.x'
00
THICK
5
PANEL (EQVALLY
SPACED)
O.TW'
0.2T0'-/ S c
0.56r 0.07S
4
1x.eBo•
ALUMINUM RISER PANELS
OP3"
] RTA
bRT10X.
TABLE 1: OPEN ROOF ALLOWABLE PANEL SPANS (5° MAX ROOF
SLOPE. NO OVERHANG)
WWD sysm
ELTO511&E
GTEGRtY
GRADESIGN
M URE(.)
URIFT DESIGN
PRES,SUiEF)
MA%B1UM
sPAN(0=41
MNfNIIM
SPANIB.OM
110MR1
B
14M PJF
-1JYI
117%
13I.P
1105R1
C
15aB
-t1.R8 MF
1 113A-
13aP
1156fl'N
B
ta.BO PSF
-M.SI PSF
11L0'
IM.P
115MPH
C
18.OI PSF
-17.MPSF
I I..r
131P
1511RL
B
1&621W
191SffH
1LStolt
C
B
1382 PBF
A&M nF
-1B.WPSF
Mr
69.r
'MAem1
17A PSF
PSF
I 102A-
131P
XV
_
C
1Tb6 PSP
3121 PSF
4=1
84.r
_
1J1b-
IQF
I40A
B
11.EO PSF
89.2'
1335
140NPH
C
1&18PSF
17.113F
-R].11 PSF
88.V
150 MR1
B
-21.83 PSF
]S.P
INN
1�.r
G
20WFSF
20.051WFSF
SF
1155
1�
M
B
1B.BS PSF
-Mai�31.30
-X
2R.18 PSF
MF
PSF
nl=r
1]OMM
__
B
21,30 PSF
_35.]B
-3J35 PSF
1>OMPX
C
2i19 P$F
-a0.55 P3F
IWWM
B
3M3 PSF
.t].4JPSF
21.52 PSF
L"T[]YM']H8WH9P8(49BIII1®M11�ETIWEA'Bt OBWB1 GM'A�F30'BIXNNfItlBI
SRLLNM LY METIm WY, �IpID®�'B0I1OP� 1¢gCGR APPi ROf, Al lPN M Fp. P NP
1rNwweBB.SMMR W[CTW R➢DMFA
TABLE 3: OPEN
ROOF
ALLOWABLE PANEL SPANS (5.10-13° MAX
ROOF SLOPE,
NO OVERHANG)
WNB SPEED
EIPOSME
WEI34RY
DCAM
PAUSUREMIDESIGN
UF1J DESIGN
PRESSURE(-)
LUXIMUM
SPAN(OA -)
MA1lBNM
SPAN0.0301
1fOMM
B
1721
-f1.52MF
131.V
110MM._
0
ISMMF
-R1.33PSF_
010
1318'
_
115MM
_
B
ITMPSF
1LWPSF
-3MMF
101
111MM
IMMM
1MMM
C _
_ B _
C
18 PSF
.2S.B3PSF
B32 IA.r
Bar _ Mr
10.M PSF
-SUMF
_
83,5' 1]2P
_
R&02 MF
-25MPSF
]4.V 120.T
B
R03
-R4A
]]$
IMMM
IMMM
C
MF
PSF
MF
11Br
II&r
140MM
140MM_
B
C
MW
R203MF
-n.18KF
-A.10MF
W.4' 11
Ra.Sa F$F
e
1BBA'_
1'A MM
1`AMM
B
C
23.&PSF
110.'
20.99 MF
BSA1B]MM
B
25.62 MF
1MC1MMM
C
N]S MF
7�3.67MF
IMMM
B
21,02 MF
FFF
]B.TF
5].r
L 11ENIDMM3EW89PBfAO1U31®]Y1X61)MEVBl B9M1911RT A9S h10'BV 0.130tB1
L
w".,w>tu°. u- ov awi u vn,u w. a xw
Irldn WRFA.GMSOBBR'c1BExOmuW
ATTACHMEN(
PANEL OVERHANG
PERSEPARATE� ENGINEENNGPANR
OFM SPAN (SEE TABIEB 1-5)
DE
PRESS
1
CONBNUOU53' SUPPoRT BEAM %,
ATTACHMEM
OEZIG
ALUMINUM (MR SEPARATE)
PER SEPARATE
3.
II
STRUCTURE-9
RISER PANEL ENGINEERING)
ENGINEERING
5.
(BY OTHERS)
REQ�I
�13" ALUMINUM RISER PANELS Dr DEU BVF'ISWiKFFAYM11
1 BTb. SIDE BEYATION OMMMEU SVANSA"WRH A 0 SME
TABLE 2: OPEN ROOF ALLOWABLE PANEL SPANS (5°MAX ROOF GENERAL NOTES
SLOPE, 24"MAX OVERHANG) 1 THP cycle.. occc9."m"ce
IINB SPFFD
GVITY
(AP UiE
TEGOXY
GRA
PREssURE(.)
UflbTCE61BN
PRESSURE(-1
IUAMUN
SPANIOM4T
MOYJMUM
SPAN(O.03n
110101,
B
14.N PSF
-13=PSF
MW
134.0'
110MM
C
15.0 PSF
4628PSF
120.0'
f31A`
115MM
B
14.93 PSF
-11.57FSF
IR0.0-
IM.P
111MM
O
16."PSF
=1IMPSF
114.0'
131.0,
1dlMR1
B
1S3BP6F
-15.97 PW
120.0-
194.P
IMMM
C
10.63 PSF
-19.60 FSF
IMF
1J4.P_
B
I&WPSF
4am
-nil PSF41MV1J4.P
IMMM
19MM
C
IIMPSF
FSF131.P
140MM
B
1].50 PSF
@.f]PSF1M.0'IbMM
1 0
19.19PSF
47JIMF1321'
IwMM
I B
18.&PSF
-25.B2 PSFMT
xPSF121M
1fOMM
B
19.0 PSF
-NG21W127.r
1WMM
C
M18 PSF
3538 FSF
113.r
IMMM
B
M.30 PSF
S325 PSF
118.8'
IMMM
C
21M PSF
- .65 PSF
103P
1m MM
B
22Yl PSF
J.N PSF
Mr
lw MM
I C
25.52 PSF
i 60 PJF
92.0'
x
L
En`OSURE GMVRY URIFF DEShYI MAIOMUM MA%IMW
WWOSPEFD GTEGORY PRESS. M1 PRMSME(-) EPAN(0.0343 EPAN(08301
HAS BEEN USED IN THE DESIGN W
31DS-H14 OR EQUIVALENT ALUMINUM ALLOY,
Q TIBEO PER SEPARATE ENGINEERING ON A
ISUTATEORPROTEC MEMBERSFROM
MLY515.
FOR WATERC EATHER MOORNG M4TERIALS
HS NOTAPPFaNEO MR USE.
TABLE 5: SCREENED
ENCLOSURE
ALLOWABLE PANEL SPANS (20°
MAX ROOF
SLOPE. 24" MAX OVERHANG)
YAXOSFEEB
EAPWNPP'
GTEGdtY
RAV
DEEIRESSUNE(e)
URIFT DESIGN
MESB+PE(-)
MNfIMUM
BPN1l0.O )
MNUWM
sPNi(0.O20T
++OMM
B
M001W
-18.R 3F
1126'
+34.0'
110MM1
G
lBWMF
-2213 W
f0].f'
lA1.r
1+5MPM
B
iB00 PSF
-1&9B PSF
ItO.T
134.P
t15MM
C
+aaa IIIF_
3N JIIMF
104.r_
1AMM
B
1&OO PSF
-21)2 PSF
W.W
134.P
1y1MPH
C
1BO3FBF
ffi.3l PSf
low
1255
+3JMM
B
1&M PSF
-DST PSF
"1"
Inv
13JMM
C
IBM PSF
. MMF
11SP
t40MM
140MPH
1WMM
B
__ C
B
law PSF__
1]28 MF
-N.69MF
JS.B4 PSF
81b'
_ II&V _
106'r
lBWnF
JJ.MPBF
_
1W.B'
1 MM
C
1&81MF
41115 PSF
95S
B
16WPSF
-s6Al MF
1W.3'
+W MM
c
2254 Mf
d6.e1 PSF
Gir
1NMM
0
R1.W MF
_.a PSF
I
1>OMM
C
25.H PSF
32.&5MF
_OOP
]1.S
1BJMM
B_
R3.54 Mf
Jfi.00 MF
]95 ;
tB]MPX
C
2&5JMF
LB]SPSF
L M/LOYA9l B359fl8 (A@)IBl®NTISLIBF•HEp@f.8HBM3ASlEh109AENOLYBppS®
SMLTWPIYMEiIQgW].IV16Wf,1P FNBME,A1BXIp EV.BAm Ir MW fp B].4M5¢]
8RC]B4 Y9OIA4
1 TOS1H10NWYSIOtAgCfPSNB1G N1WB31CN0 N'.
Ow
O W