HomeMy WebLinkAboutAPPROVED Accordion Shutter PA1/5/2021 Florida building Code Online
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., ��Prvduct Approval
USER: Public user
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' FL #
Application Type
Code Version
OApproved
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Small
Authorized Signature
Technical Representative
Address/Phone/Small
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
American Shutter Systems Association, Inc,
426E Westroads Drive
West Palm Beach, FL 33407
209-9263
bfeel
bFeeley(c?leasternmeta I, co m
B111 Feeley
Irodrlguez@easternmetal.com
(2)
Evaluation Report from a Florida Registered Architect
Professional Engineer
Evaluatlon Report - Hardcopy Received
Florida Fnglneer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Walter A, Tllllt, Jr., P.E.
PE-44167
National Accreditation and Management Institute
12/31/2021
John Henry Kampmann Jr
, Validation Checklist - Hardcopy Received
$t&Ildatd
ASTM E1886
ASTM E1996
ASTM E330
TAS 241, 202, 203
hitps:llfloridebullding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs0%2f°/`2ftCOhpJQoelShOCDrfdGUrQENA7XlnmYs4flBG150%3d`/`3d 114
1/5/2021
Florida Ruilding Code Online
Is 13'-2" for 30 psf
positive ASD load
w/o window blade,
16'-0" for 30 psf
negative ASD load
for HV1 blade w/o
window blade for
conditions indicated
on schedule #1,
Sheet 12, And 12'-3"
for 30 psf positive
ASD load w/o
window blade and
15'-5 for 30 psf
negative ASD load
for HV2 blade w/o
window blade, see
sheets number 12,
251 28 and 28A of
installation drawings
for other spans and
pressures.
1850.3
ertha HV
Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm pr
r,cordion
Shutter -
Blade 1 Only
I
(HVHZ) -
Drwg# 17-
122
Limits of Use
i
j Installation Instructions
Approved for use
+.G? t3:i3�C,l J1�V�tC..fftU�fj„at�lJ'lff:l'f(i�.l:��1i511_L+TION�f
in HVHZ: Yes
Verlfled By: American Test Lab of South Florida, Inc.
Approved for use
Created by Independent Third Party: Yes
outside HVHZ; Yes
Evaluation Reports
Impact
FL1fLf.13Gli.V, .At["10tfVEEUZTIE�Y�h� �I[7G_i�LVAtiJAT[f�[V R>'{!
'Resistant. Yes
Created by Independent Third Party; Yes
Design
Pressure: N/A
P
Other: Large missile
level "D". Max. span
Is 16'-0" and 14'-9"
for 30 psf ASD
negative load
depending on
centermates and
locking rod
configuration for the
FIV1 blade, 8'-0" for
+64, -72 psf load for
t HV blade for
Keystone mountings
7'-0" for +75, -75
psf for metals stud
mountings and 8'-0"
for 110 psf, for HV1
and HV1A working in
unison. See sheets 7,
11, 20 and 19
respectively of
Installation drawings
for other spans and
!pressures.
,
Is{4.—n!
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