HomeMy WebLinkAboutPRODUCT APPROVALrlorwa Building Code (Milne
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Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
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Florida Engineer 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
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
SCAN
NE®
FL389-RS BY
�n i uci
2014 e County
2014
Approved
REV � Try D
[AAR 21 2017
PERIAITTINIG
St. Lucie County, FL
American Shutter Systems Association, Inc
4268 Westroads Drive
West Palm Beach, FL 33407
(561) 209.8263
bPeeley@easternmet Uff.
4 L
BIII Feel
Irodriguez�aeastern a - 6h i ,!g
Shutters
Accordion
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluatlon Report - Mardcopy Received
Waiter A.. Tillit, Ir. P.E.
PE-44167
National Accreditation and Management Institute
12/31/2017
John W. Kneaevlch, PE
Validation Checidist - Mardcopy Received
E11V-_R$ [DI Ij_A`roRDIONXI V_Mlf pVLi�D�lf
Standard
ASTM E-1886
ASTM E-1996
ASTM E-330
TAS 201, 2D2, 203
Method 1 Option D
04/29/2015
04/29/2015
05/07/2015
06/22/2015
Year
2005
2005
2002
1994
oft
9/R/?.(1 I S I - I Q PhA
Florida Building Code Onllne
https://floridabiilding.org/pr/pr_app dd.aspx?paranT--wGEVXQwtDq..
Summary of Products
Model, Number or Name
+Description
'.389.1 Bertha HV Accordion Shutter - Blade 3 -
I
i Extruded aluminum interlocking blades retained by tracks (top antl 1
!
(Non-HVHZ) - Drwg 15-086
! bottom) for storm Protection
Limits of Use
I installation Instructions
Approved for use In HVHZ: No
i Fl3a5kR6j1 A,$.S,A. if 11C.__QaWC,1 6$6.pGf 1
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South Florida ink
Impact Resistant: Yes
? Created by Independent Third Party: Yes
Design Pressure: N/A
4 Evaluation Reports I
Other. Large Missile Level "Dn.Max span is 12'-7" for 35 psf positive
! EL3828_AE_kgAA,(NC. L&9_DRWG.15-0=6,gdff
i ASD load and 13'-0' for 35 psf negative ASD load the HV3 blade w/o
i Created by Independent Third Party: Yes
f window blade,5'-2" for 110 psi ASD load for HV3 blade w/o window
'
blade and 8'-11' for 62 psf, 9'-6' for 55 psf HV3 blade w/window blade
I
working in unlson.Max.span for HV3 blade w/o window blade for
i Installations Into McWI Stud walls is 79" for max. ASD pressure rating
1 of +72, 72 and 84' for +64,-64 psi. See sheet 5 for other spans and
i ASD pressures.
'
��
38�
9.2 F Accordion Shutter -Blade i
Interlocking blades retained by tracks (top and !
; bottom) aluminumprotection
Only- No
Only- (Non-IiVHZ)- Drwg IS-085
bottom) for storm pro[eOlon i
i Limits of Use
; Installation instructions j
Approved
Approvetl for use in HVHZ: No
r 85_�
Approved for use outside HVHZ: Yes
VerifiedAmerican
Vedfied ey: American Test lab of South Florida Inc
BY:TestSouth
t Impact Resistant: Yes
Design Pressure: N/A
i Created by Independent Third Party: Yes
1
Other. Large missile level'D'. Max. Span is 16'-0' For 30 ps.f
i Evaluation Reports I
Fj,�384_tiHV�(' !
' negative ASD load depending on centermates and looking rod
Created by Independent Third Party: Yes
canfIguration for the HVi blade, 8-0'16r+64, -72 ps.f. load for HV
blade for Keystone mountings 7'-0' for+75, -75 p.s.f. for metals stud
mountings and 8'-0' far 110 ps.f. for HVI and HV1A working in unison.
1 See sheets 7, 11 and 20 respectively of installation drawings for other
'spa! ns and pressures.
1389.3 Bertha HV Accordion Shutter -COMBO -
'(Non-HVHZ)-
Extruded aluminum interlocking blades retained by tracks (top and
Drwg 15-084
: bottom) for storm protection
! ! Limits of Use
I
r Installation Instructions
No
Approved for use In HVHoutside
i FL}B�Rg II 084pdf
Approved for use outside HVHZ: Yes
� Verified By: Amerlaan Test Lab of South Florida Inc
AmericanTestLab of South
Impact Resistant: Yes
; Created by IndegendentThlyd Party: Yes
I Design Pressure: N/A
Evaluation Reports
Other: Large misslle. Max. 16'-0" span at 30 p-s•f ASD load for Blade 1
ELM R _A( A $__S A, [(j_P.E.R- ,C,i@-0�f
and 1810" for Blade 2. See schedules on sheet 12, 25 and 28
_DR)_V
'� Created by Independent Third Parry: Yes
respectively
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