CERT OF OCCUSBCC! PUBLIC SAFETY TESTING AND EVALUATION SERVICES INC.
900 M=ntcla]r Road, Sui:a A; I~irrni~gham, A~abarna 35213-1 206
www.~bcc~'as, org
ff. valu:~on Reports a~ the opinion of ~e Comm~a~ on E~=~u~ ~=~ on the findings, a~ do ~t ~nsfitu~ or
~ply an approval or ~=ep~nce by any local c~muni~. The Commi~, ~ rev~w ~ ~e 4~ ~J~d, finds
t~t m t~Jr opini~ ~e proud, m~eriai, sys~m, or meth~ of c=~tm~n s~ciFgally ident[fi~ ~n ~is mpo~
c~o~ w~ or is a su~qe a~tema~e ~ that spec~F~d ~n the S~nda~ ~d ~matJonal C~es,
SUI~JECT TO THE L. IM]TATIONS IN THIS REPORT.
The Committee on Evaluation has reviewed the data
.ubmltted for complianoe with the Standard Building
Cocle~, the SBCCI Standard fro' Hurricane Res~staflt
Residential C, on~tructionO SSTD 10, and the International
One and Two Family Dwelling Code and submits to the
Building Official or other authority having jurisdiction the
following rel~rL The Committee on Evaluation, SBCCl
PST & ESI and its staff arc not responsible for any errors
o~ omissions to any documents, calculations, drawings,
specifications, tests or summaries prepared and
submitted bythe design professional or preparer of record
that are listed in the Substantiating Data Section of this
report. Copyrighted ~ 2001 SBCCI PST & ESi
REPORT NO.: 2110
EXPIRES: See current SBCCi PST & ESI EVALUATION
REPORT LISTING
CATEGORY:
SUBMITrED BY:
TOWN AND COUNTRY INDUSTRIES, INC,
400 WEST McNAB ROAD
FORT LAUDERDALE, FLORIDA 33309
1. PRODUCTTRADENAME
1.2 0050 Storm Panel
1.3 0060 Storm Panel
1,4 6.8 Accoraion Shutter
1.5 HR Accordion Shutter
1.6 Super 50 Roll-Up Shutter
1.7 0085 Clear Polycerbonate Storm Panel
2. SCOPE OF EVALUATION
2.1 Impact Resistance under $$T0 12-ge
2.2 Structural - Transverse Wind Loads
3, USES
Town an~ Country Storm Panels and Shutters are used to
prot¢cl glazed openings and doorways from wlndbor~e debns,
4. DESCRIPTION
4.1 General - Models
4.1.1 0.040 Storm Panel
The panel is 0.040 inch (1.0 mm) thick corrugated aluminum
alloy sections conforming wtt~ 3004-H34 Aluminum Ali0y with
a minimum :yield strength of 25 ksi (1 T2 MPa], Tt~e full panels
are 14.375 inches (365 mm) wide and 2 inches (51 mm) deep
Half panels 8.332 inches (212 mm) wide and 2 inches (51
mm) deep are a[s<~ available. Panels are overlapped for
unlimited Width openings. Extrusions for mounting portals are
6063-T6 aluminum alloy. Mounting extrusions are "1~' header.
'U" Header, Buiid-Out"U~ Header, Stucl Angle, Angle, C-Track,
Build-Out F-TraclL "F" Track, end'F" Angle-Track. SeeTables
I and 2 of this report for allowable ioacis and maximum aha
minimum spans.
4.1.2 0.050 Storm Panel
The penal is 0.050 inch (1.3 mm) thick corrugated alummum
alloy seclions conforming with 5052-H32 Aluminum Alloy with
e minimum yield strength of 23 t~si (159 MPa). The full panels
are 14.375 inches (365 mm) wide and 2 inches (51 mm) deep
Half panels 8.332 inches (212 mm) wicle and :2 inches (51
mm) deep are also available Panels are overlapped for
unlimited width openings. Extrusions for mounting panels are
6063-T6 aluminum alloy. Mounting extrusions are"h~ header,
"U' Header, Build-Out'U" Header, Stud Angle, Angle, C-Track,
Build-Out F-Track, 'F'Track, and'F' Angle-Track. ~aeTable$
1 and 2 of this report for allowable loads end maximum an(t
minimum spans.
4.1.3 The 0.060 Storm Panel is 0,060 lnct~ (1.$ mm) th~ct<
corrugate~ aluminum alloy sections conforming with 3004-H34
Aluminum Alloy with a mimmum yield strength of 25 ksi (17:2
MPa). The full panels are 14.375 inches (365 mm) wide ancl
2 inches {51 mm) deep. Half parrots 8.332 inches (:212 mm)
wide and 2 inches ( l~.~.rJ~):a~l~l~E~ ~lJ~O available.
Panels are o~l~'~---~n~.~Z_lllll~th openings.
Extrusions for m~lu~lJrp~err~r~ 6-063-T6 aluminum alloy
Mounting extrusions arR'~dge~l~r,/)ll:~'tl'~eader, Build-Out "U"
Heacter, 8tua Angle, A~l~-l~aUrckf;', ~{td-Out F.Track.
FILE COPY "ORT N0. ZlS0
BUILDING DtVtSI~ PAGE ~ OF e
REPORT NO. 2110
PAGE 2 OF .6
Track and 'F' Angle-Track. See Tables 1 and 2 of this report
for Allowable Loads and Maximum and Minimum Spans.
4.1,4 6.a Acco;dion Shutters are 6063-T6 Aluminum Alloy
Slats with interlocking male and female knuckles, The typical
slats are 4.C~3 inches (117 mm) long and 0,054 incl~ (1 4 mm)
thick. The alternate slats are 4.510 inches (115 mm)long and
0.054 ~nch~ (1,4 mm) ~h~ck. The cover~ of ~c successive
4.1.5 HR Acc..~di~=n ~,~er$ ~Jre 5C63-T5 AlU,re:hum Afloy
St~ts w~h interlocking mate and female knuckles. The slats
ar~ 4.5~ inch~ (117 mm) tong a~d O, g60 inch (1.5 mm)
~ick, ~h~ coverage afro successive slats when the slats are
~lly e~en~ed is 5.62 inches (143 mm), ~ru~ons for
m~nting the Accordion Shuffem are ~3-T6 Aluminum ~loy.
Mounting E~rusions areWail Head~, Headem, Base Sill, en~
Base Track. See T~ble 3 of this re~o~ for Allowable Loads and
Maximum Spans.
4.t.6 Super 50 Rail-Up Shutters are assembled from
interlocking Extruded Aluminum Slats. The Slats are 6036-T6
Aluminum Alloy with a thickness of 0.054 inches (1.4 mm) and
a cross section of 2.410 inches (51 mm) wide by 0.540 inches
(14 mm) deep, Extrusions for mounting are 6063-T6
Aluminum Alloy. The shutter is rolled up into a cover at the top
of the opening when not in u~e. See Table 4 of this report for
All0wable Loads and M&ximum Spans.
4.1.7 0.0&5 Clear PolyGarbonate Storm Panel
inches (2 mm) thick, 8 inches (203 mm) wide, and 2 inches (51
mm) deeP, Parcels are fabricated from Sheffield Plastic's
HYZOD (SBCCl PST & ESI 9564D). A minimum of one full
width Aluminum Panel is required to be installed immediately
adjacent ~o each side ortho Polycarbonate P~nel. See Tables
1 and 5 of %l~is report tar Minimum Allowable Penal Le~gt, hs
an~l Aliowall~le Loads.
5.1 Goncral
The manufacturer's published installation instructions and this
repot( shall be strictly adl~ered to and a copy of these
instructions shall be available at all times on the job site durmg
installation, The i~structions within this report govern if there
are any conflicts between the manufacturer's instructions ancl
this report.
5.2 Allowable Transverse Will Loads
The Design Wine Loads on the panels and Accord(on Shutter
shell be determined in accordance w~th 1606 of the Standard
Builcling Code~) s nd shall not exceed the Allowable Transverse
~ ,.-.~,[~[id Loads shown in Tables 2 through 4 of thru report.
,..,.,
Tl~e Ctear Polycarbonate Storm Panels are used in conjunction
with The Aluminum Storm Panels. The panels are 0.085
TABLE 1
ALUMINUM AND ;~LYCARBONATE STORM PANELS
MINIMUM ALLOWABLE PANEL LENGTHS
c "' MOUNTING CONDITIONS MINIMUM PANEL LENGTH
Top Mounts ~ Direct Mount 2" x 2' "h" or 'U" C-T~ack with
or Recessed Stu~l Angle C-Track Hea~ler F Track Side Closure
~l Bottom Mounts C-Track Ple~e~
Direct Mou~t or Re~;e~v~-~t C-TraGk 52" 36" 64" 36- 57- __
2" x 2" St,)Jd )~'lgle 38" 36" 36" 36" 36" --
F - Angle Track 45' 36" 90,' 36- 6Z' --
C.Track 64" 36- 110" 36-
-F,' Track 57' 36" 90" ~l,. 76,,
- ..'_ -. _ . .
2082
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BUI!.DING Di¥IBION
PAGE 3 OF E
REPORT NO. 2110
TABLE[ 2
ALUMINUM STORM PANELS
ALLOWABLE TRANSVERSE WIND LOAD
DESIGN MAXIMUM PANEL LENGTH~
LOAD
(PSF) 0.040 O.0SO 0.060
Storm Pa~q Storm P~e~ $;orm Panel
-50 ~ ~Q'- ~ ~"
-35 10'- ~'
-40 ~'= 6" 11'-4" 13'-8"
~5 8'- 11" I0'- 9" 12'- 11"
-50 ~'- 6" 10'- 2" 12'- 3"
~0 7'-g" 9'-3" 10'-7"
~S 7'-5" 8'- 11" 9'-9"
-70 T-2" ~'-7" 8'- 0"
-75 6'- 11" 8'- 0" 8'- 5"
~0 6'-8"
~5 6'-~' 7'- o"
-100 5'-11"
-105 5'- r ~'- 8" 6'- 0"
-110 5'.5- 5'_5- S'. ~"
-115 , 5'-~
SI; 1 in = 25.4 mm, 1 ft = 0.3 m, 1 pst = 48 Pa
Table 2 Notes:
1. Refer to engineering drawing 99-02gP for the Anchor
$chedule~ end installation de~ails
2. Opening width is not limited,
TABLE 3
ACCORDION SHUTTERS
ALLOWABLE TRANSVERSE WIND LOAD
DESIGN MAXIMUM PANEL LENGTH
LOAD
(PSF)
Accordion ShuCker Acco.!,dl~.n Shutter
-150
SI; I in = 25.4 mm, 1 ft -- 0.3 m, I pst = 48 Pa
Table 3 Notes:
1. Refer to engineering drawing gg-018P for the Anchor
~cMedules and installation cletails.
2. Minimum span for the 6,8 Accordion Shutter is 32
inches,
3, Refer to engineering drawings 00-154P for tl~e Ancrtor
Schedules and installation details,
4. Minimum span for the HR Accordion Shutter is 32
inches,
E~ 39~d 59~±3N O~± GOLLOLBP§6 L~:[[
REPORT NO. 2110
PAGE 4 OF 6
TABLE 4
ROLL UP SHUTTERS
ALLOWABLE TRANSVERSE WIND LOAD
DESIGN MAXIMUM SPAN WIDTH~
LOAD
[
-~0 1~'- 2" . 12'- 0" 11'- 11"
-3~
-50 8'- 11" ~ 0'- 0" 1~'- 6"
-55
~0 8'- 6" 9'- 1" 10'- O"
~5 ~'-4" 8'- 9" 9'- 8"
-70 8'- 3" 8'- 5" 6'- 5"
-75 e'- 0"
-80 7'- 10" 7'- 10" 8'- lO~j
~5
-90 7'- 5" 7'- 5" 8'- 4"
-100 ?'- 0" 7'- O" 7'- 10"
-120 6'-
-140
-160 5'- 4" 5'- 7" 6'- 3"
-180 4'-
-2~ 4'- 3" 5'- 0" 5'- 4"
-220
$1:1 in = 25.4 mm, 1 It = 0.3 m. 1 pst: 48 Pa
Table 4 No, es: Refer to engineenng drawings 99-023P for the
Anchor Schedules and installation details.
SUBSTANTIATING DATA
Manufacturer's specifications and installation
drawings:
· 6.8 Accordion S~,utter. Drawing 99-018P. dated
January 20, 1999, Revision 5, dated December 20,
2000, 5 sheets, prepared I=y Knezevich & Associates,
Inc,, signed, sealed, and dated by V. J. KneZeWch, P.E.
· Super 50 Roil-Up Shutter, Drawing 9g-023P, dated
July 27, 2000. Revision No. 3, dated November 3,
2000, 10 sheets, prepared by Knezevicll & Associates.
Inc., signed, sealed, and dated I~y V. J. Knezevici~, P.E.
· 0.040", 0.050", 0.060" Aluminum end Clear
Polycarbonate Storm Panels, Drawing 99-02gP. dated
TABLE 5
ALLOWABLE TRANSVERSE WINO LOAD
MAXIMUM STORM PANEL LENGTH
Aluminum & polycartx~ate Panel Systems
DESIGN
LOAD
with S~h~ Clear Pa~l~
~ ,,
SI: 1 in = 25.4 mm, Iff = 0.3 m, I pst = 48 Pa
Table S Notes: Refer to engineering drawing gg-029P for ~he
Anchor Schedules and installation details
6.2
6.3
January 26, 1999, Revision 5, dated October 12, 2000.
7 sheets, prepared by Knezevich & Associates, Inc.,
signed, sealed, and dated by V.J. Knezevich, P.E.
· HR Accordion Shutter, Drawing 00-154P, dated June
23, 2000, Revision 1, dated August 17, 2000, 5 sheets,
prepared by Knezevich & Associates, Inc., signed,
sealed, and dated by V.J. Knezev~ch,
Test report on 6.8 Accordion Shutter in accordance with
ASTM E 330, prepared by Construction Testing
Corporation, Report No. 98-016, dated April 29, 1998,
signed by George OD_trier.
~t~l~Ml'~lE,~mpact Loadings on 6.8
~L~lll~ldl~r~'n~"P~'TD 12-g7, prepare~ by
Construction Testin.~.;.orporetlon, Report No. 98-017,
dated ~¥2g'~ l~{~U~il~ned by George Dotzler.
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gUH.OING OIVtSlON
§~LLOJL6~,§6 L~: [ [ ~00~180/§0
PAGE $ OF tl REPORT NO. 2110
6.4 Tes~ report on Large Missile Impact Loadings on 6.8
Accordion Shutter under SSTD 12-97. prepared by
Construction Testing Corporation, Report Ne. 98-017R,
dated May 6, 1999. signed by George Dot2ler.
{L5 Test report on Large Missile Impact Loadings on
Accordion Shutter under SSTD 12-97, prepared by
Construction Testing Corporation, Report Ne. 98-057,
dated April 21, 1999, sigh. ed by George Ch3tzler.
6,6 Test repo~ on Large Mis~le Impact Leadir~gs on
Accoroion Shu~er ut, der SSTD t2-97, prepar~cl by
Construction Testing Corporation, Report Nc, 99-045,
dated November 30, !999, signecl by George Dctzler.
8.7 Test report on Large Missile Impact Loadings on 6,8
Accordion Shutter under SSTD 12-97, prepared by
Construction Testing Corporation, Report No, 00-051.
dated October 21, 2000, signed by George Dotzler.
6.8 Engineering Calculations on 6.8 Accordion Shutter for
Allowable Wind Pressures usiag the Aluminum Design
Manual, prepared by Knezevich & Associates, dated
February 5, 1999, signed and sealed by V.J. KnezeVlch.
P.E.
6 § Revis~onsto Engineering Calculations on 8.8 Accordion
Shutter, prepared 10y Knezevich & Associates, dated
May 11, 1999, signed and sealed by V.J Knezevich.
P.E.
610 ReVised Engineering Calculations on 6 8 Accord~;~IL
Shutter, prepared by Knezevich & Assocmtes,
September 7. 2000, signed and sealed by V.J
Knezevich. P.E.
6.11 Revised Engineering Calculations on 6.$ Accordion
Shutter, prepared by Knezevich & Associates, dated
November 2, 2000, signed and sealed by V.J,
Kne2evich, P.E.
6.12 Test report on Pull Tests on Fasteners in accordance
with ASTM E 488-90, prepared by Construction Testing
Corporation, Report No. 97-065, dated January 6,
1998. signed by George Dotzier.
8.13 Test report on the Super 50 Roll-Up Shutter in
accordance with ASTM E 330, prepared by
Construction Testing Corporation, Report No. 99-037R.
dated November 20, Iggg, signed by George Dotzler,
6.14 Test report on the Super .~0 Roll-Up Shutter in
accordance with ASTM E 330 and SSTD 12, prepared
by Construction Testing Corporation. Report No. 99-
042, dated November 30, 1999, signed by Gee[ge
Dottier.
6 15 Engineering Analysis of t~e Super 50 Reft-Up Shutter,
prepared by Knezevich and Associated, dated February
23, 2000, signed and sealed by V.J. KneT. evich, P.E
8.16 Engineering Analysis of the Super 50 Roll-Up Sl~utter,
preparec110y Knezevich and Associated. dated August
29, 2000, signed and sealed by V.J. KnezeWch, P.E.
6.17 Test report on Uniform Static Air Pressure in
accorclance with ASTM E 330 and Large Missile Impact
in accordance w~th SSTD 12 on 0050" Aluminum
Storm Panel, prepared by Construction Testing
Corporation, Report No. 97-063, dated December :31.
1997, signed by George Dotzler.
6.18 Test report on Large Missile Impact in accordance with
SSTD 12 on OOS0" Aluminum Storm Panel, prepared
by Construction Testing Corporation, Report No. 98-
009, dated February 5, 1998, signed by George
Dotzler_
6 19 Test report on Large Missile Impact in accordance with
$STD 1:2 on 0040" Aluminum Storm Panel, prepared
S0 39~d S9~13N
by Construction Testing Coq~ration, Report Ne,
010, 0ated April 23, 1998, signed by George Dotzler.
8.20 Test report on Uniform Static Air Pressure in
ac¢ordancewith ASTM E 330 and Large Missile Impact
in accorded, ce with SSTO 12 on 0.040" Aluminum
Storm Panel. prepared by Construction Testing
Corporation, Report No. 98-011, dated April :23, 1998,
signed by George Dotzler.
8.21 Test report on Uniform Static Air Pressure in
accordance with ASTM E 330 on O.O~O" Aiumir, um
Sierra Panel, prepared by Cons~rU~ion Te~ting
Corporation, Report No. 98-014, dateO AI3rJl ;23, 1998,
signed by George Dotzler,
6.22 Test report on Large Missile Impact Loadings on 0.040"
Atuminum Storm Panel in accordance with SSTD 12-
~7. prepared by Censlruction Testing Corporation,
Report No. 99-044, dated November 30, 1999, signed
by George Dotzler.
6.23 Test report on Large Missile Impact Loadings on
Aluminum and Polycarbonate Storm Panels in
accordance with SSTD t2-99, prepared by
Construction Testing Corporation, Report No. 00-022,
dated May 30, 2000, signed by George DM~ter_
6.24 Test report on Uniform Static Air Pressure in
...,.~.t~ccordance with ASTM E 330 and Large Missile Impact
~..;["~:'tioading in accordance with SSTD 12-99 on aluminum
and polycarbonate storm panels, prepared by
Construction Tesbng Corporation, Report No. 00-04J,
dated August 20, 2000, signed by George Oolzler.
6,25 Engineering Calculations on 0.040", 0.050", & 0.060"
Aluminum Storm Panels, prepared by Knezevich
Associates, dated February 2, 1999, signed and sealed
I0¥ V.J. Knezevich, P.E.
8.26 Revisions to Engineering Calculations on 0.040",
0.050". & 0.060" Atuminum Storm Panels, prel3are(t by
Knezevmh & Associates, dated June 14, 1999, signed
and sealed by V.J. Knezevich, P.E.
6.27 E~gineermg Calculations on 0.040", 0.050", & 0.0~0"
Aluminum Storm Panels, prepared by Knezevich &
Associates, dated January 3, 2000, signed and sealed
hy V J. Knezevich, P.E.
6.28 Engineering Calculations on 0.040", 0.050", & 0.060"
Aluminum & Clear Polycarbonate Storm Panels,
prepared by Knezevich & Associates, dated September
22, 2000, signed end seeleci by V.J. Knezevich, P.E.
6.29 Test report on the HR Accordion Shutter in accordance
with ASTM E 330, prepared by Construction Testing
Corporation, Report No. 000013SBC. dated June 13,
2000, signed by George Dotzler.
6.30 Engineering Analysis of the HR Accon;lion Shutter,
prepared by Knezevich and Associates, dated June 23,
2000. signed end sealed by V.J_ Kne~evich, P.E.
6 31 Anchor Calculation for the HR Accordion Shutter,
prepared by Knezevich and Associates, dated August
24, 2000, signed and sealed by V.J. Knezevictt, P.E.
7. CODE REFERENCES
Standarct 8uSc#ag Code~ - 1999 Edition
Section 103,7 Alterna1.e Materials and Methods
Chal3ter 17 nspections
Section 1707 and Door Assemblies
Chapter 20
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REPORT NO. Zl10
PAGE 6 OF 6
Section 2002 Structural Aluminum
Appendix J Special Requirements for Buitcltngs
Constructed in ' Hurricane-Prone
Regions
Section J103 Windborne Debris Protection
Requirements
Con,true~on ~ ~ S TD ~ G gg
Section 101.3 Integrity o! t~uildic, g Envetope
Section 101.4 Alternate Materials and Methods
Section 101.6 Design Concepts
Section 104 Design Criteria
Section Ig4.1 Wind Loads
Appendix ~ Desi§n Load Assumptions
International One .and Two Family Dwelling Code -
1998 Edition
Section 108
Section 301
Section 308.5
Section 603
Alternate Materials and Systems
Design Criteria
Metal
8. COMMrrrEE FINDINC-~
The Committee on Evaluation in review of the data submitted
finds that, in thmr opinion, the Town and Country Storm
Panels, Accordion Shutters, and Roll Up Shutters as described
in this [aport conform with or are suital~le alternates to that
speclfmd in the StandardBuiAling Code~, the SBCCI,Standard
for Hurt~cene ResJstant Residential Constructior~ ~STD 10,
and the International One and Two Family Dwelling Code or
Supplements thereto.
9.2
LIMITATIONS
The Structural Elements supporting the panels shall be
designe~ for the appropriate loads. The calculations
shall be submitted to the building official when applying
for a permit. The calculations shall be signed, sealed,
and da~ea hy a Registered Professional Engineer when
required by the code.
Fasteners into concrete or masonry requite sl3ecial
inspection. See the SBCCI PST & ESI Evaluation
Report for the specific fastener for special inspection
requirements.
ITW Tapcon Fasteners shall be installed in concrete
with a minimum Compressive Strength of 3000 psi
(20,69 MPa) and hollow CMU w~th · minimum f" of
1200 psi (8.27 MPa). (SBCCI PST & ESI 9759)
Powers Calk-In and Zamac Nail-In fasteners shall be
installed in concrete with a minimum Compressive
Strength of 3000 psi (:20.69 MPa) and hollow CMU
with a minimum r of 3235 psi (22.32 MPa), (SBCCI
PST & ESI 9944)
Powers Steel Drop-in fasteners shall De installed in
concrete with a minimum Compressive Strength of
4000 psi (27.58 MPa). (SI~CCI PST & ESI g943)
Elco PanelMate, Tapcon, and Crete-Flex fasteners shall
be ins:allecl in concrete with a minimum Compressive
Strength of 3350 psi (23. ~ 0 MPa) and hollow CMU with
a minimum r of ;2000 psi (l~J 79 MPa) (SBCCI PST
& ESt 2040]
9.3
Use of the ELCO Panelmate Anchors in Wood Framing
requires special inspection. See the S~CCI PST & ESi
Ev~uation Re~rt 2C40 on ELCO T~(tron !nc, for
9.4
Wood framing shall be a minimum of fi2 Southern Pine
when fastening into wocd.
10. IDENTIFICATION
Each Town and Country Storm Panel, Accordion Shutter. and
Roll-Up Sl~utter covered by this report shall be labeled ~ the
manufacturer's name and/or trademark, the SBCCI Public
Safety Testing and Evaluation Services Inc. initials ($BCCI
PST & ESI) or seal, anti the number of this repoA for field
The systems shall also be labeled in accordance with Section
102 of SSTD 12.
1 I. PERIOD OF ISSUANCE
SEE CURRENT SBCCI PST & ESI EVALUATION REPORT
LISTING FOR STATUS OF THIS EVALUATION REPORT,
For information on this report conta~
Woocls McRoy, P.E.
205159g-9800
RECEIVED
MAY 2 2002
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BUH. DING DIVISION