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Product Aooroval Menu > loduLtor_Appl1r,dlon Sea cil > pDiliSdtignn_Upt > Application Detail
FL # FL6410-R5
- Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Folding Shutter Corporation
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 683-4811
gary@foldingshutters.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative Ed Heritage •
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach, FL 33413
(561)209-7675
edh@foldingsh'utters.com
Category Shutters
Subcategory Accordion
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 Frank L. Bennardo, P.E.
developed the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity PFS Corporation
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL6410 R5 COI Cert Indeo.adf
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
http://Www.floridabuilding.org/pr/pr app dtl.aspx?.param=wGEVXQwtDgs7kTE8Wajj2szs... 3/8/2012
rlonaa nulluing %_,uutr v111111G
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 12/15/2011
Date Validated 12/16/2011
Date Pending FBC Approval 12/26/2011
Date Approved 01/31/2012
Summary of Products
FL # Model, Number or Name Description
6410.1 =lTitan II Folding Shutter Accordion Shutter
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL6410 R5 II Dwo.odf
Approved for use•outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See engineering drawings for design limitations FL6410 R5 AE Eval Rpt.odf
(allowable spans, mounting conditions, anchor options, Created by Independent Third Party: Yes
etc.) II
Back F Next
Contact us :: 1940 North Monroe Street Tallahassee FL 32399 Phones 850-487-1824
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Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a pu6llc-records request, do not
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accessibility, please contact our Web Master at webmaster(aidbpl state fLus.
Product Approval Accepts:
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256 LB/FT
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164 LBIF'T
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103 LB0•T
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2'X4"XI
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ED
REQUIRANCHOR
TAPCON ti0�Uo-5ET
EMBEOMENTS. EDGE
DISTANCE IS 2-1/2"
110PSF
T S'
MINIMUM.
x
V
55 PSf
e• M
a
3O CONNECTION CAPACITY SCHEDULE CONN CAPACITY SCHED NOTES:
FOR REDUCED MASONRY ANCHOR EDGE DISTANCES • ZR F� 6 44 L6
Q
1. CHOOSE COMBI1AT10N OF. C•ONNECIION TYPE,
ANCHOR5PACING,-& ANCHORTYPE SUCH THAT 1/4-20 MACHINE
CONNECTION CAPACITY IS, EQUAL TO DR GREATER SCREW& L.00OC NUT
THAN *REACTION ATTOP& BOTTOM' AS GIVEN IN SLAT 1' FROM ENDS AND
SPANSCHLDtaE. 6" O.G MAX OR
2; CONNECTION TYPES SHALL BE AS SPECIFIED IN 1/4• TICS SOtELVS
APPROPRIATE. MOUNTING SECTION DETAILS. 1' FROM ENDS AND
3. WHEN USING SCHEDULE 2, ENSURE MINIMUM 3W O:C. MAX.
2-1/2` EDGE DISTANCE FOR ALL ANCHORS TO 1
2- X 3- X 1/4"
ODNT. ALUM
ANGLE
MIN. 30M PSI
CONCRETE
1• Ed�
MAXANCHOR NOTE: SEE ANCHOR
REQUIRED SPACING SCHEDULEAND
POSINEG 114.ALL NOTES FOR
PRESSURE 1N•TIW REQUIRED ANCHOR
TAPCON SOOUDSSET EMBEOMENTS. EDGE
110 PSF 3' 0' DISTANCE IS,21/2"
MINIMUM.
ALT TRAPPED.
2 MOUNTING SECTION
,¢ 6• - 110' VERT SECTION
C1
2- X 3- X 1/4"
ODNT. ALUM
ANGLE
MIN. 30M PSI
CONCRETE
1• Ed�
MAXANCHOR NOTE: SEE ANCHOR
REQUIRED SPACING SCHEDULEAND
POSINEG 114.ALL NOTES FOR
PRESSURE 1N•TIW REQUIRED ANCHOR
TAPCON SOOUDSSET EMBEOMENTS. EDGE
110 PSF 3' 0' DISTANCE IS,21/2"
MINIMUM.
ALT TRAPPED.
2 MOUNTING SECTION
,¢ 6• - 110' VERT SECTION
C1
TO SPAJ
T
OTHE
ARE
114• THRU BOLT W/
WASHER & NUT 0 5' O.C.
.i
—L - -
.NOTE: ANCHOR EDGE DISTANCES TO CONCRETE AND
BLACK PER CONN CAPACITY SCHED NOTE 23
STANDARD COUNTER -TOP
1 MOUNTING SECTION
y 6• 1'-0" VERT SECTION
MIN 2x4 EX19MG WOOD TRUSSES AT
24' O.C. MAX (S.G. 2 0.51), OR 16
GAUGE METAL STUDS AT 24' O.C. MAX.
(3) #14 SMS WITH 2' MIN. PENETRATION AT EACH
WOOD RAFTER, OR (3) 014 TEKS AT EACH 16
GAUGE METAL STUD.
! 14 TEKS
06'O.C.
SP
'ALUM ANGLE
AS
ALUM ANGLE,
A,1'Y4!k1/B'
.7/S°z4'xl/H'
1MINUM TUBE
S& SUPPORT
E 9
� 3 W
IGLE SHOWN;
$ H
a <a
RE SPECIFIED
s =
Lp[
'R7 THE SAME.
HEADER TO TRUSS
4 MOUNTING SECTION
w
6• - 1'-D" VERT SECTION
t
ALT COUNTER -TOP
/121 MOUNTING SECTION
5 6' - 1'-D, VERT SECRDM
=v p
MAX DESIGN LOAD o *i2 PSF N m IXY
rs"N SPAN TUBE MOUNT
5 6' = V-D' - VERT SECRON
_POLYCARBOMATE
SNAP -IN END CLIP
AMMUWSKA
IN2'SPACEDOAPART. WINDOWS
MAY BE LOCATED EVERY (10]'SLATB. SEE
.GENERAL NOTE f9 FOR CARBONATE NOTES:
OPTIONAL
3 SLAT WINDOW DETAIL
6' - V-*" VERTSECTION
SPAN TIDE SCHEDULE
ALLOMBLETUBE
NUMBEROP70M
NUNBEROF
TUBE
SHUTTER
SPAN
BCREWE
ANT2R7R6PER
GUM
SPAN
END
TOP
BORON
TOP
BOTTOM
TOP
BOTTOM
TUBE
TUBE
TUBE
I TUBE
TUBE
TUBE
2'.0
S0'
I ID&W
113.Y
2
2
7
7
a0.12Y
96'
X
11a0•
89A•
3
3
9
9
7LL2'
73Z
3
3
11
11
or
134A•
146]'
3
a
9
9
Tao•
m25.
or
111.1•
. 116d'
3
3
/1
11
144•
1 9Mr
I 94.4' '
4
4
14 -
14
Tr
-12w
1a r
2
3
B
a
•
i0.125•
ELT
701.T
Imir
a
a
1D
19
144°
03.1'
NT
4
4
12
13
2w
47 1
12ar
15mr
9B•
1149•f
.12A.1•
a
4 11
12
XL12W
140
95D•
tot.?
4 4 14 1
15
SPAN TUBE SCHEDULE
NOTESt
A.
M ANGLES. ANGLES MAYBE 1/
8 OR
6063T6 ALUMINUM. 1/4' THICK
2. NUMBER OF ANCHORS PER END'INDICATES NUMBER OFTOTAL ANCHORS:IN THEANGLE
AND TUBE END. ANCHORS MAYBE INSTALLED IN MULTIPLE ROWS.AS NECESSARY IN THE
ANGLEPROVIDED THAT -THE MINIMUM ANCHOR SPACING INVICATED41S MAINTAWEO.
TUBE END SMALL HAVE A MINIMUM OFTTp0((2 ANCHORS.
3. OTHER
CONNECTION DETAILS. WHERE USED TOGETHER, BEETHER OR AM MUST Be LIIMNIfE�D TO TOP BEAM
SPANS.
4. SPAN TUBES MAY USED IN AMID -SPAN CANOMON WITH SHUTTERS SPANNING
ABOVE AND BELOW THE BFAM. MID=SPAN TUBES SHALL BE LIMITED 70 TOP BEAM SPANS,
WITH THESHlTT7ERSPAN TAKEN AS -THE SUMOF THE5PAN5 ABOVEAND.BELOWTHE
BEAM.
5, LAP' BEANS. ARE NOT ALLOWED.
6. ALL BEAMS AND ANGLES TO BE 6063T6ALUMINUM.
VITAN
Y.1 v
OPTION TO PLACE
ANGLE OUTSIDE
OF FLAT END
j
ANCHORS
A, a,C,ORD
O IV O.C.
I 1X 1X1/36'00.
16.
ALUMANlx2xl/GLP,OR
®R NDD OO�oS�ON
OR DETAIL LEFT
AS 3/16- POP RIVETS
OR 1/4' X 3/4' TEKS
a IWO.C.
ETS
'TEKS WALL FACE
END CONOITION
BUILD-0UT
END CONDITION
PIECES
BE'FLAT
DR # 10 X 3/4' TEKS
JD" OR%. POP RIVETS
® 12" O.C.
rEND PIECES
KAY BE 'FLAT
END' OR
'L-END' 1
g 2
CORNER POST
{
G (
6' = I'-0' HORIZ SECT
Z'X2'x 1/8" TUG
6063-TS
ALTERNATE•WALL
MOUNT' FOR ONE 00.
BOTH ANGLES
9X
�X
(2) 3/8' 0 PLASTIC THUMB \
SCREWS 30' APART @ MIDSPAN
(THUMB SCREW KAY BE
INSTALLED INSIDE OR OUTSIDE)
%-*N HORIZONTAL SECTION
6 6' - 1'-0' HORQ SECTION
END LOCK ANGLE
ANGLE
6 6' . 1'-0' HORIZ SECTION
(2) #14 x 3/4" TEKS OR IA 2-xr
311V POP RIVETS PER x0.125'
Ui ANGLE ALUMINUM
ANGLE
(2) 1/4' 0 TAPCONS NO ANppCHO
Y (ANCHOR TYPE A, TO PTO IIORS'DT �y
Y X CONC) PER ANGLE STRUCTURE
X 2" x 1/8" MIN
ALUM ANGLE TOP &
BOTTOM OR TO WALL
CORNER POST
3 ATTACHMENT
6' = 1'-0' ISOMETRIC
_GLASS SEPARATION MOTXs.
1. GLASS SEPARATION.REQUMUD ONLY IN HVHZ,
ASTM WIND ZONE 4, AND ESSENTIAL FACRITIES.
2. FOR USE OUTSIDE HVHZ, ASIM WINOZONE 4
AND ESSENTIAL FACILITIES, PRODUCT WAS BEEN
DESIGNED AS A NONPOROUS SYSTEM a HOST
STRUCTURE MAY BE DESIGNED AS ENCLOSED.
1/4' X 3/4"TEKS OR
GLASS 3/16- POP RIVETS,
a 18° O.C.
ED
\*(END CONDITION
ITION
w SLAT DIRECTION SHOWN MAY HE MIRRORED
TO OPPOSITE DIRECTION (FOR INSTALLATIONS
WITHIN THE HVHZ, ASTM WIND ZONE 4, AND
LOCK ESSENTIAL FACILITIES, MINIMUM GLASS
SEPARATION MUST BE MAINTAINED).
#10X34'TEc SCREWS
ATTACHED TO ONE
ceff tPl my 12. O;G
(2).3/8' 0 KAsnc THUMB
SCREWS 30':APART@ MMSPAN
. (THUMBSCREW MAYBE
INSTALLED INSIDE OR OUTSIDE)
NOTE FOR INSTALLATIONS
WITH SHUTTER SPANS S 36.
MPA,I.
ONLY'(1)THUMBSCREW IS
JT'
REQUIRED ATIHE SHUTTER
MIDSPAN; TYPICAL FOR ALL
DETAILS SHOWN MERE.
r.../1 ODNTLI
(2) 3/16" POP
ruvETs, FAa LEG
OF 2'S2° ANGLE BUILD our
ANGLE LEG
MOUNTPER
MAY.FA(E
DETAIL3/3
0
S
TO WPEN��G
Ir
NOTE: SIMILAR
AT HEAD AND
SILL AND BOTH
Z x0.125"
EXTERIOR ELEVATION
SIDES OF
SHUTTER
ALMINUM ANG
PLAN VIEW A -A
�$1 OPTIONAL SIDE ANGLE
6 N.T.S.
TRAPPED
END CONDITION
WITH FLAT END
ALTERNATE LOCKING SLAT
CORNER LOCKING DETAIL
6 6' - V-0' HORIZ SECTION
0 END LOCK ANGLE
6 6' - 1'-0• HORIZ SECTION
.O
U n
ce
N
0
J
LL
R'7