HomeMy WebLinkAboutAPPROVED Accordion Shutter PA'115/2021
Florida Building Code Onlins
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Product Approval
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(DApproved
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer rr can Shutter Systems Association, Inc.
Address/Phone/Small 4268 Westroads in
West Palm Beach, FL 33407
209-8263
bfeeln J�
bfeeley easternmetal,com
Authorized Signature
Technical Representative
Address/Phone/Small
Quality Assurance Representative
Address/Phone/Small
Category
Subcategory
Compliance Method
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
5111 Feeley
Irodrlguez@easternmetal.com
C
ttersrdion
Evaluation Report from a Florida Registered Architect
Professional Engineer
Evaluation Report - Hardcopy Received
Walter A. Tllllt, Jr., P.E.
PE-44167
National Accreditation and Management Institute
12/31/2021
John Henry Kampmann Jr.
Validation Checklist - Hardcopy Received
EL.><@5A_813-_ QLb.YL A.CC }LiCILON--CERRTiELCATE-0I
S.tlirldard
ASTM E1886
ASTM E1996
ASTM E330
TAS 201, 202, 203
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1/512021
Florida Building lode Online
is 13'-Z" fvr 30 p5f
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,
25, 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
carordion
E
Shutter -
Blade 1 Only
(HVHZ) -
Drwg# 17-
i
122
Limits of Use
Installation Instructions
Approved for use
r1�.k�S�R 13_f L ITV a� C ClRGI ? i iLLiIJ.R I_01—ALl N "
In HVHZ: Yes
»aYSTE
Verified By: Amerlcan Test Lab of South Florida, Inc,
j Approved for use
Created by Independent Third Party: Yes
outside HVHZ; Yes
Evaluation Reports
Impact
ELI8.5.D—AI3—AEJ-i, V _q.�.CO=QjLSHUj:rEjLSYSl E1`1—f31A(2U_t"]1AWATIQN_Uf's�[3
.'Resistant: Yes
Created by Independent Third Party: Yes
Design
Pressure: N/A
Other: Large missliel
level "D". Max, span
I
Is 16'-0" and 14'-9"
for 30 psf ASD
negative load
depending on
centermates and
j locking rod
(configuration for the
blade, 6'-0" for
�HV1
+64, -72 psf load for
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 I
for other spans and
'pressures.
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