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HomeMy WebLinkAboutProduct Approval UNIT SHUTTER PRESSURES OPENING SIZE SHUTTM SHUTTER SHUTTER STORM BARS ANCHOR PANELS
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3.aa' FL# FL12856-0
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/PhonefEmail 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
tDml@tL~alum.com
Quality Assurance Representative
Address/Phone/Emall
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Lleensw
Florida Professional Engineer
E� Evaluation Report-Hardcopy Received
Florida Engineer or ArcMbect Name who developed Frank 1.Bennordo
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Instit ft
Quality Assurance Contract Expbration Date 12/31/2016
Validated By ORLANDO L BUNCO,P.E.
2 Validation Cheddist-Hardcopy Received
Certiticate of Independence FL12856 R5 COI index 2.odF
FL12856 R5 COI Index 3.ndf
FL12856 R5 COI Index 4.ndf
EL12856 R5 COI Irtdeo.odf
Referenced Standard and Year(of Standard) 511111111111111d Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect:
FL12836 R5 Eauly Eouiv 2.odF
FL32856 R5 Eauiv Eauiv 3.odf
R_12856 R5 Eauiv Eauiv 4.odf
FL12M R5 Eauiv Eauiv.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Data Validated 04/29/2015
Date Pending FBC Approval 05/04/2015
Date Approved 06/22/2015
of products
FL O No"Number or Name Dexriptohh
12856.1 0.05W Aluminum Storm Panel 0.05W Aluminum Storm Panel with Optional dear Panels
Limits of Use installation Instructions
Approved for use In HVHZ:No FL12856 R5 II Dwa.odF
Approved far use outiMe HVKL,Yes Verified By:Frank L Bennardo,P.E.PE0046549
Impact Reaistarrh Yes Created by Independent Third Party:Yes
Design pressure:N/A tEvalwtion Reports
Others Shutter meets requirements for'IMnd Zone V and EL126 R5 AE Eval.odf
Missile Level 8D8 as defined in ASiM E1996.See Installation Created by Independent Third Party:Yes
instructions for specific Design Presse Ratings by sine.
additional use limitations and Installation bhttrudttons.
12856.2 'Safety Edge•Storm Panels 'Safety Edge!Storm Panels,28ga(0.018")Stec,0.022'
Alum(Pert and Non-Pert),Clear Polycarb(Full and Half)
Limits of Use Installnton InstruWorhs
Approved tar use In HVHZ:No FL12856 R5 II Dwa 2,pdf
Approved for use outside HVHL-Yes Verified By:Frank L Benmardo,P.E.PE-0046549
Impact Resislanth Yes Created by Independent Third Party:Yes
Des%n Preuurm+54/-54 Evaluation Repwft
Otter:This product is not valid for use within the HVHZ. F1.12856 R5_AE Eval 2.odf
See Evaluation Report and engineering drawrfng for. Created by Independent Third Party:Yes
additional limitatkms and conditions of use.
12856.3 124ga Steel Scorn Panel 249a(0.02327 Steel Storm Panel with Optional Clear Panels
Limits of Use, Installation Insbuctlans
Approved for use In HVHZ:No FL12856 R5 II Dwa 3.odf
Approved for use outolde HVHZt Yes Verified By:Frank L Bennardo,P.E.PECO46549
zmpa=Rawranx Yes Greama by Independent Third Party:Yes
Design pressure:+100/-100 Evaluation Reports
Othert This product is not valid for use within the HVHZ or FL12856 R5 AE Eval 3.odf
Wind Zone 4.See Evaluation Report and engineering Created by Independent Third Party:Yes
drawing for additional limitations and conditions of use.
12856.4 Aluminum Hinged Stone Panel .0500 Aluminum Non-Porous Hinged Storm Panel
Limit of Use Instillation Insttuhtlow
Approved for use in HVHZ:Yes FL12856 R5 II Dwa Codf
Approved for use outside HVHZi Yes Verified By:Frank L.Bennardo,P.E.PE0046549
Impnet Rulstanb Yes Created by Independent Third Party;Yes
Design Pressures N/A evaiaathm Reports
Other:Shutter meets requirements for'Wind Zone 4'and FL12856 R5 AE Eval 4.odf
Missile Level OW as defined in ASTM E1996.See installation CreeMad by Independent Third Party:Yes
Instructions for specific Design Pressure Ratings by size,
additional use limitations and installs en instructions.
rl a .;1940 rioft Monroe StmeL Tbaahasee R 32399 Phone:850.487-28Y4
Th SM at Florida is an AARW employer• ::Privam Statumatu ::
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eMOmnic mil to Uft enW.lriswd,aimed uw once by phone or by vadsmnal mail.A you have any questbn�.Please .tad 850.487.1395.•Pwsumrt to
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0.050" ALUMINUM STORM PANEL ...
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ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME: idyLc NOA or FL# j2 91
ADDRESS ,S t)vl cr dectl ✓e NOA or FL#
CITY/STATE /, `Cis NOA or FL#
CLADDING TYPE: -L/'/u co ove C c NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vint) 160
ROLL DOWNS, WINDOWS,MULLIONS,
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 20
WIND DIRECTIONALITY FACTOR . 0.85 EFFECTIVE WIND AREAS
ENCLOSED BUILDING GCpi= +0.18 <=10SF IOSF><=20SF 20S0><=50SF
POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2 110 36.7
AN—
NEGATIVE PRESSURE (INTERIOR ZONE 4) —50.0 -47.9
$�t —45.2mg g
.
NEGATIVE PRESSURE ( )END ZONE 5 -61.7 ,zr 57.58 y
�� -52.0
' � .
PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=1oSF IOSF><=20SF 20SF><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.0 d 49.611
`.
NEGATIVE PRESSURE (INTERIOR ZONE 4) —64.4 ���M � -62.3 ���"�
( ) —72A fi -6
NEGATIVE6.5
PRESSURE END ZONE 5 -76.1
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
8/10/2015