HomeMy WebLinkAboutSBCCI PUBLIC SAFETY TESTING - EVALUATIONSBCCI PUBLIC SAFETY TESTING AND EVALUATION SERVICES INC.
900 Montclair Road, Suite A; Birmingham, Alabama 35213-1206
www.sbecies.org
a Participating Member of the NES, Inc.
Evaluation Reports are the opinion of the Committee on Evaluation, based on the findings, and do not constitute or
imply an approval or acceptance by any local community. The Committee, in review of the data submitted, finds
that in their opinion the product, material, system, or method of construction specifically identified in this report
conforms with or is a suitable alternate to that specified in the Standard and International Codes,
SUBJECT TO THE LIMITATIONS IN•THIS REPORT.
The Committee on Evaluation has reviewed the data
submitted for compliance with the Standard Building
Code@; -the SBCCI 'Standard for Hurricane Resistant
Residential Constructlon0 SSTD 10, and the International
One and Two Family Dwelling Code and submits to the
Building Official or other authority having Jurisdiction the
following report. The Committee on Evaluation, SBCCI PST
& ESI and its staff are not responsible for any errors or
omissions to any documents, calculations, drawings,
specifications, tests or summaries prepared and submitted
by the design professional or preparer of record that are
listed in the Substantiating Data Section of this report.
Portions of this report were previously included In SBCCI
PST 8, ESI Evaluation Reports #2047 and #2145.
Copyrighted O 2002 SBCCI PST & ESI
N ,..
REPORT NO.: 2211
EXPIRES: See current SBCCI PST & ESI EVALUATION
REPORT LISTING �g
CATEGORY:. -DOORS AND WINDOWFINAL REPORT
SUBMITTED BY:
EASTERN METAL SUPPLY, INC.
3600 23rd AVENUE SOUTH '-
LAKE WORTH, FLORIDA 33461
PRODUCT TRADE NAME
1.1 Bertha 24 Gauge Galvanized Steel Storm Panels
1.2 Bertha 22 Gauge Galvanized Steel Storm Panels
1.3 Bertha 20 Gauge Galvanized Steel Storm Panels
1.4 - 0.050' Bertha Aluminum Storm Panels
1.5 Bertha Clear Polycarbonate Panels
1.6 Clear Bertha Panel
1.7 0.040' Solid Bertha Aluminum Panel
1.8 0.040' Perforated Bertha Aluminum Panel
2. SCOPE OF EVALUATION
2.1 Impact Resistance under SSTD 12
2.2 Structural- Transverse Wind Loads
3. USES
Bertha Storm Panels are used to protect glazed openings and
doorways from windbome debris.
4. DESCRIPTION
4.1 Bertha Storm Panel
4.1.1 Bertha 24 Gauge Galvanized Steel Storm Panels are
0.026 inch (0.7 mm) thick corrugated steel sections conforming
with ASTM A 663 SO Grade 40 with a minimum yield strength
of 40 ksi (276 MPa) and galvanized underASTM G 60. The full
panels are 15.119 inches (384 mm) wide and 2.25 inches (57
mm) deep. Panels are overlapped for unlimited width
openings. They are mounted directly to the structure or by the
use of mounting extrusions. Extrusions for mounting panels
are 6063-T6 aluminum alloy. " Mounting extrusions are "h"
header, "U" Header, 3' Maximum "U" Build Out, 3" Angle Build
Out Bracket, B.O. "F" Track, Reversed "F" Angle Track, "F"
Track Angle, Studded Angle, and Angle. The maximum
allowable span is 8'-11' (2.7 m) and the maximum allowable
load is +65, -70 psf (+3.1, -3.4 kPa) when the system is
attached to wood. See Table 1 of this report for allowable
spans and loads when the system is attached to concrete or
concrete masonry units (CMU).
4.1.2 Bertha 22 Gauge Galvanized Steel Storm Panels are
the same as the 24 Ga Steel panels described in Section 4.1.1
above except the material thickness is 0.030 inch (0.8 mm).
The maximum allowable span is 10'- 0" (3.0 m) and the
maximum allowable load is +60, -65 psf (+2.9, -3.1 kPa) when
the system is attached to wood. See Table 1 of this report for
allowable spans and loads when the system is attached to
concrete or concrete masonry units (CMU).
4.1.3 Bertha 20 Gauge Galvanized Steel Storm Panels are
the same as the 24 Ga Steel panels described in Section 4.1.1
above except the material thickness is 0.036 inch ((19 mm).
The maximum allowable span is 10'- 0" (3.0 m) and the
maximum allowable load is+60, -65 psf (+2.9, -3.1 kPa) when
the system is attached to wood. See Table 1 of this report for
allowable spans and loads when the system is attached to
concrete or concrete masonry units (CMU).
REPORT NO. 2211
PAGE 1 OF 8
REPORT NO. 2211 PAGE 2 OF 8
4.1.4 0.050" Bertha Aluminum Storm Panel
The panels are 0.050 inch (1.3 mm) thick corrugated aluminum
alloy sections conforming with 5052-H32 or 3004-H34
Aluminum Alloy with a minimum yield strength of 23 ksf (159
MPa). The full panels are 15.119 inches (384 mm) wide and
2.25 inches (57 mm) deep. Panels are overlapped for unlimited
width openings. Extrusions for mounting panels are 6063-T6
aluminum alloy. Mounting extrusions are "h" header, "U"
Header, 3' Maximum "U" Build Out, 3' Angle Build Out Bracket,
B.O. OF Track, Reversed OF Angle Track, OF Track Angle,
Studded Angle, and Angie. The maximum allowable span is 9'-
0' (2.7 m) and the maximum allowable load is +65. -70 psf
(+3.1, -3.4 kPa) when the system is attached to wood. See
Table 2 of this report for allowable loads.
4.1.5 Bertha Clear Polycarbonate Panel
The panels are 0.060 inch (1.5 mm) thick corrugated clear
polycarbonate sections. 'The panels are 15.119 inches (384
mm) wide and 2.25,-1nches-(5T'mm) deep. Panels are
fabricated from -Sheffield Plastic's HYZOD (SBCCI PST & ESI
9564D). The Bertha'Clear Polycarbonate Panel is used in.
conjunction with the 6.050' Bertha Aluminum Storm Panels.
Only one polycabonate panel is permitted for each set of three
panels: A minimum of:orie aluminum panel is required to be
installed immediately adjacent to each side of the
polycarbonate panel. 'A minimum of two aluminum panels shall
separate polycarbonate panels. The mounting extrusions are
the same as noted in section 4.1.4 above. The maximum
allowable -span is 6'- 4': (1.9 m) and the maximum allowable
load is +65, -70 psf (+3.1, -3.4 kPa) when the system is
attached to wood. See Table 3 of this report for allowable
loads.
4.1.6 Clear Bertha PanSINAL REPORT
Clear Bertha Panels are made of General Electric Co. UV
Rated Lexan 103 PC Resin sheet 0.093 inch (2.36 mm).thick
with a 2.25 inch (57.15 mm) deep corrugated section repeating
every 6.0 inches (152.4 mm). The full panels are 15.12 inches
(384.05 mm) wide and 2.25 inches (57.15 mm) deep. Half
panels 9.154 inches (232.51 mm) wide and 2.25 inches (57.15
mm) deep are also available. Panels are overlapped for
unlimited width openings. They are mounted directly to the wall
or by the use of angle or track extrusions. Extrusions for
mounting panels are 6063-T6 aluminum alloy. ' Mounting
extrusions are Build -Out Bracket, Stud Angle, OF Track,
Reverse "F Angle Track, and "F Angle -Track. See Table 4 for
Maximum Panel Length.
4.1.7 0.040" Solid Bertha Aluminum Panel
The 0.040' Solid Bertha Aluminum Panels are corrugated
aluminum alloy sections conforming with 5052-H32 or 3004-
H34 Aluminum Alloy with a minimum yield strength of 25 ksi
(172 MPa). The full panels are 15.119 inches (384.02 mm)
wide and 2.25 inches (57.15 mm) deep. Half panels 9.119
inches (231.62 mm) wide and 2.25 inches (57.15 mm) deep
are also available.
Panels are overlapped for unlimitedwidth openings. Extrusions
for mounting panels are 6063-T6 aluminum alloy. Mounting
extrusions are "h" Header, "U" Header, Build -Out "U" Header,
Angle Build -Out Bracket, Stud Angle, Angle, C-Track, Build -Out
'F Track, OF Track, Reverse OF Angle -Track and OF Angle-
N:
Track. See Table 5 of this report for allowable loads and
maximum spans.
4.1.8 0.040' Perforated Bertha Aluminum Panel
The 0.040' Perforated Bertha Aluminum Panels are corrugated
aluminum alloy sections conforming with 5052-H32 or 3004-
H34 Aluminum Alloy with a minimum yield strength of 25 ksi
(172 MPa). The full panels are 15.119 inches (384.02 mm)
Wide and 2.25 inches (57.15 mm) deep. Half panels 9.119
inches (231.62 mm) wide and 2.25 inches (57.15 mm) deep
are also available. Panels are overlapped for unlimited width
openings. The perforations in the panels only run along the
raised corrugations. Therefore, a full panel will have two raised
corrugations with perforations and a half panel will have only
one raised corrugation with perforations. The perforations are
0.125 inches in diameter in rows 0.20 inches apart and
staggered 0.20 inches long the corrugation. Extrusions for
mounting panels are 6063-T6 aluminum alloy. Mounting
extrusions are "h' Header, 'U' Header, Build -Out 'U* Header,
Angle Build -Out Bracket, Stud Angle, Angle, C-Track, Build -Out
OF Track, "F Track, Reverse'F Angle -Track and `F Angle -
Track. See Table 6 of this report. for allowable loads and
maximum spans.
4.2 Large Missile Impact Resistance under SSTD 12 -
The Bertha Storm Panels were tested for large missile impact
resistance under SSTD 12. The panels tested passed the large
missile impact test. The panels listed in this report may be
used to protect glazed openings and doorways from windbome
debris.
4.3 Wind Loads
The Bertha Panels were designed for wind pressures.
Allowable transverse wind loads are given in Tables 1 through
6 of this report. The panels have been designed as non -porous
systems in accordance with SSTD 12.
5. - -INSTALLATION
6.1 General
The manufacturers published installation instructions and this
report shall be strictly adhered to and a copy of these
instructions shall be available at all times on the job site during
installation. The instructions within this report govern If there
are any conflicts between the manufacturer's instructions and
this report.
5.2 Allowable Transverse Wind Loads
The installation of fasteners into concrete or concrete masonry
units (CMU) are based on special inspections. See the SBCCI
PST & ESI or N ES evaluation report on the specific fastener for
special inspection requirements.
When Special Inspection is required as noted in this report, the
owner or the registered design professional in responsible
charge acting as the owner's agent shall empty one or more
special inspectors to provide inspection of the construction
involved. The special inspector shall be a registered design
professional, a SBCCI certified building inspector, an employee
of a SBCCI PST & ESI or N.E.S. listed quality assurance or
inspection agency, or other third party qualified person who
PAGE 3 OF 8 REPORT NO.2211
demonstrates competence to the satisfaction of the building
official.
TABLE 1
BERTHA GALVANIZED STEEL STORM PANELS
ALLOWABLE TRANSVERSE WIND LOAD
ATTACHED TO CONCRETE OR CONCRETE MASONRY UNITS
24 GAUGE STEEL PANELS'
22 GAUGE STEEL PANELS'
20 GAUGE STEEL PANELS'
DESIGN
Panel Length
Panel Length
Panel Length
LOAD
(PSF)
Mountings
. Using
"h" Header
Mountings
Not Using
"h" Header
Mountings
Using
"h" Header
Mountings
Not Using
"h" Header
Mountings
Using
"h" Header
Mountings
Not Using
"h" Header
-45, +40 -.
11'- 0'
11'- 0'
11'-.0'
11'- 0' _
11'- 0'
11,- 0'
-50, +45
10'- 7 "
1 O'- T
11'- 0'
111- 0' -'- -
11'= 0'
11'- 0'
-55, +50
10'-1—
10'-1'
11'- 0'
11'- 0'
11'- 0'
11'- 0'
-60, +55
91- 8'
.. 9'- 8-
10'- 4'
11'- 0'
10'- 4'
111- 0'
-70, +60
8'-11'
8'-11'
8'-11'
10= 6-
- 8'--11
11'- 0'
80, +75
7'- 9'
8'- 3'
7'- 9'
91- 9'
T- 9'
10'- 11'z
SI:1in=25.4mm,1It=0.3m,1 sf=48Pa F' Lvs5h1I
1 Refer to engineering drawing 98-11 for the Anchof Sc�edules and.installation_ details.
2 Panel Length shall be reduced to 10'- 2' when using the OF Track Angle.
REPORT NO.2211 PAGE 4 OF 8
TABLE 2
BERTHA ALUMINUM STORM PANELS
ALLOWABLE TRANSVERSE WIND LOAD
ATTACHED TO CONCRETE
OR CONCRETE MASONRY UNITS
DESIGN
LOAD
(PSF
PANEL LENGTH
Mountings Using
"h" Header
Mountings Not
Using "h" Header
-40, +35
13'- 0'
13'- 0'
-45, +40
12'-11'
12'- 11'
-50, +45
12'- 2'
12'- 2'
-55, +50
1 V- 4'
1 V- 7'
-60, +55
10% 4'
11 % 0'
- ` -70, +65
- 8'-11' _
10% 2'
-75, +70
= -'" 8'- 3'.
91- 9'
.80; +75
_ T- 9'
9'- 5'
FIKAI
SI: 1in=25.4mm,1,ft. 0.3m,1pst=48Pa
Refer to engineering drawing 98-04 for the Anchor Schedules
and installation details: -
TABLE 9
BERTHA ALUMINUM & POLYCARSONATE
STORM PANELS
ALLOWABLE TRANSVERSE WIND LOAD
ATTACHED TO CONCRETE
OR CONCRETE MASONRY UNITS
DESIGN '
LOAD
(PSF)
PANEL LENGTH
Mountings Using
"h" Header
Mountings Not
Using "h" Header
-30, +25
8'-11'
91- 9'
-35, +30
8'- 7'
9'- 0'
-40, +35
8% 3'
81- 5'
-45, +40
7'-11'
81- 0'
-50, +45
T- 6'
7% 6'
-55, +50
7'- 0'
7'- 0'
-60, +55
6'-10'
6'-10,
-65, +60
6% 7'
6'- 7'
-70, +65
6'- 4'
6'- 4'
- -75, +70
6'- 2'
6'- 2'
-80, +75
6'- 0'
6'- 0'
SI: 1 in = 25.4 mm, 1 ft = 0.3 m, 1 psf = 48 Pa
Refer to engineering drawing 98-04 for the Anchor Schedules
and installation details.
KEI
TABLE4
CLEAR BERTHA PANELS
ALLOWABLE TRANSVERSE WIND LOAD
DESIGN
LOAD
(PSi7
MAXIMUM PANEL
. LENGTH'
+2B, -28
10'-0'
+28,-30
9'-8'
+30,-35
V-11'
+35, -40
8'-4-
+40,-45
T-11'
+45,-50
7'-6'
+50,-65
T-2'
+55, -60
61-10,
+60,-65
6-r
+65, -70
6'-3'
+70,-75 -
F-10'
+75, -80
5'-6'
+80, -85
5'-21
+85, -90
4'-1 V
+90, -95
4'-8'
+95, -100
4'-5'
+100, -105
4'-2-
+105, -110
4'-0'
SI: 1 in = 25.4 mm,1 ft = 0.3 m, 1 psf = 48 Pa
Refer to engineering drawing 01-031 forthe Anchor Schedules
and installation details.
PAGE 5 OF 8 REPORT NO 2211
TABLE 5
0.040INCH THICK SOLID BERTHA ALUMINUM PANEL
ALLOWABLE TRANSVERSE WIND LOAD
MAXIMUM PANEL LENGTH'
DESIGN
LOAD
(PSF
All Concrete and
Wood Mountings
Except for The 3
Case in the
Adjacent Columns
(Section Numbers
1, 3, 4, 6, 7, 8 & 9)'
Direct Mount &
Full Length Interiorly
Removable Panel
Mounted On A'h'
Header and 3/8 Inch
B.O.'F'Track
(Section Numbers
2, 5 & 9)'
3 Inch Build Out
Bracket and A. with
Partial Interiorly
Removable Panel
(Section Number 12)'
Brick Veneer Over
Concrete, Concrete
Block and Wood
(Section Number 13)'
+25, -25
12'-0'
12'-W
11'-94
8'-6'
+25, -30
12'-0'
11'-5•
10'-90
8'_60
+30, -35
11'-1' ..' .
108'
9'-11'
+35, -40
10' S'
g-1p,
9-4-
8 6•
+40; 45 .
9'-4'
+45,-50
g'_4•.. :.
8'-10'
8-40
8-6"
:i +50; -55
8'-10'
8'-5'
T-11'
WA '
+55, -60
8'-6'
8'-1'
T-7•
WA
+60, -65
81-00. FOR
RLI URL
T-9'
T-4'
WA
+65, -70
T-5'
T-51
7'-0'
WA
+70, -75
6'-11'
6'-11'
6'-9'
WA
+75, -80
6'-6'
6'-6•
6'-6'
WA
+80, -85
6'-1'
6'-1'
6'-1'
WA
+85, -90
.5'-9•'
5'-9'
5.
WA
+90, -95
5'-6'
5'-6'
5'-6•
N/A
+95, -100
5'-21
5'-2'
5'-2'
WA
+100, -105
4'41'
4'-11'
4'-11'
WA
+105, -110
4'-9'
4'-9'
4'-9'
WA
+110, -115
V-6'
4'-6-
4'-60
WA
+115, -120
4'-4-
4'-4-
4'-4-
WA
+120, -125
V-2•
4'-2'
4'-2•
WA
+125, -130
4'-0•
4'-0'
4'-00
WA
SL' 1 in = 25.4 mm, 1 it = 0.3 m, 1 psf = 48 Pa
Refer to engineering drawing 00-410 for the Anchor Schedules and installation details.
REPORT NO.2211 PAGE 6 OF 8
TABLE 6
0.040 INCH THICK PERFORATED BERTHA ALUMINUM PANEL
ALLOWABLE TRANSVERSE WIND LOAD
MAXIMUM PANEL LENGTH'
DESIGN
LOAD
( PS
All Concrete and
Wood Mountings
Except for The 3
Case in tha
Adjacent Columns
(Section Numbers
2, 4, 5, 7, 8, 9 & 10)'
3Inch Build Out
Bracket and 6
(Section No. 6)'
Full Length
Interiorly
Removable Panel
Mounted On A'U'
Header and
A 2" x 5" Studded
A.,
(Section No.11)
3 Inch Build Out
Bracket and a
with Partial
Interiorly
Removable Panel
(Section No.12) ,
Brick Veneer
Over Concrete,
Concrete Block
and Wood
Section No.
( )
+25, -25
12'-0"
12'-0'
12'-0'
11'-9'
8'-6"
+25, -30
11'-5'
10'-11"
12'-0"
10'-9'
8'-6"
+30, -35
10'-6".
10'-2'
'11'-1'
9'-11"
8'-6"
+35, -40
9'-10'
9'-6'
I V-5"
9'-4'
8'-6'
__.
,8•-110 ----..
.. .......9t10•------
----6tg.-_..._
._._...8y6.. ..._
+45, 50
8'-10'
8 -6"
9 -4'
8 -4'
8'-6'
+50, -55
8'-5'
8'-1'
8'-10"
T-11" .
WA
+55, -60
8'-1"
T-9'
8'-6"
7'-7'
WA
+60, -65
T-9" 'ritual
nribirfie
8'-0'
7'-4"
WA
+65, -70
7'-5'
4 71'2'
7'-5'
T-04
- • WA
+70, -75
6'-11'
6'-i t'
6'-11'
6'-9'
WA
+75, -80
6'-6"
6'-6"
6'-6'
6'-6'
WA
+80, -85
6'-1
6'-1'
6',1'
6'-1'
WA
+85, -90
5'-9' • -
5'-9'
S'-9'
5'-9'
WA
+90, -95
5'-6'
5'-6'
5'-6'
5'-6'
WA
+95, -100
5'-2'
5'-2'
5'-2"
5'-2'
WA
+100, -105
4'-11'
*11'
4'-11'
4'41"
WA
+105, -110
4'-9'
4'-9'
4'-g'
4'-9"
WA
+110, -115
4'-6'
4'-6'
4'-6"
4'-6'
WA
+115, -120
4'-4"
4'-4"
4'-4'
4'-4'
WA
+120, -125
4'-2"
4'-2'
4'-2"
4'-2'
WA
+125, -130
4'-0"
4'-0"
4'-0'
4'-0'
WA
SI: 1 in = 25.4 mm, 1 it = 0.3 m, 1 psf = 48 Pa
1: Refer to engineering drawing 00-410 for the Anchor Schedules and installation details.
PAGE 7 OF 8
REPORT NO 2211
6.
SUBSTANTIATING DATA
• Eastern Metal Supply, Inc., Drawing 01-031, sheets 1
thru 4, dated February 7, 2001, and Drawing 00-410,
6.1
Manufacturers specifications and installation drawings:
sheets 1 thru 15, dated November 14, 2000, prepared,
• Eastern Metal Supply 0.050' Bertha Aluminum Storm
signed, sealed and dated by Walter A. Tillit Jr., P.E.
Panel, Drawing 98-04, dated January 5,1996, Revision
• Certificates of Inspection for Aluminum Sheets, Alloy
4, dated October 16, 2000, 9 sheets, prepared by
3004 H34, extruded by Nichols Aluminum, dated
Tilteco, Inc., signed, sealed, and dated by Walter A.
February 12, 2001.
Tillit, JR., P.E.
c Certificates of Inspection for Aluminum Extrusions,
• Eastern Metal Supply 24, 22 & 20 Gauge Galvanized
Alloy 6063 T6, ASTM B 221, extruded by, Easco
Bertha Steel Storm Panel, Drawing 98-11, dated
Aluminum, dated April 9, 1998, and April 14, 1998.
January 29, 1998, Revision 4, dated September 8,
2000, 8 sheets, prepared by Tilteco, Inc., signed,
6.14 Test report on large missile impact loadings under
sealed, and dated by Wafter A. Tillit, JR., P.E.
SSTD 12-99, and transverse loads in accordance with
ASTM E 330, prepared by American Test Lab of South
6.2
Test report. on large missile impact loadings on 24
Florida, ATL Report No. 1128.01 00, March 9, 2001,
gauge (0.026') galvanized steel storm panels under
and Report No. 0130.01-01, April 27 2001, signed and
SSTD 12, prepared by American Test Lab of South
sealed by William R. Mehner, P.E. and Henry Hattem,
Florida, ATL Report No. 0121.01-98R, revised April 28,
P.E.
1999, signed by Keith Harker.
6.15 Test report on polycarbonate plastic In accordance with
6.3
Test report on large missile impact loadings on 0.050'
the following procedures, prepared by ETC
aluminum storm panels under SSTD 12, prepared by
Laboratories, Inc., Report No. ETC-01-753-10724.1,
American Test Lab of South Florida, ATL Report No.
July 28, 2001, signed and sealed by Joseph L Doldan,
.0210.01-98R, revised April 28,1999, signed byKeith_--..P.E.:__,.___.
Harker.
.
• Self I_gnition Temperature; ASTM D 1929
6.4
Test report on large missile impact loadings on
• Rate of Burning; ASTM D 635
aluminum and polycarbonate systems, prepared by
• Smoke Density; ASTM D 2843
American Test Lab of South Florida, ATL Report No.
0306.01-98R, revised April 28, 1999, signed gjgr REpffq
CODE REFERENCES
Harker. i IlYiiii'ill ll
EY 1
6.5
Addendum to ATL Report No. 0306.01-98R, prepared
Standard Building CodeO-1999 Edition
by American Test Lab of South Florida, ATL Report
#0525.01-00 dated May 26, 2000, signed by Keith
Section 103.7 Alternate Materials and Methods
Harker, signed and sealed by William R. Mehner, P.E.
Section 1606 Wind Loads
6.6
Test report on large missile impact loadings on 24
Chapter 17 Structural Tests and Inspections
gauge (0.026') galvanized steel storm panels under
Section 1707.4 Exterior Window and Door Assemblies
SSTD 12, prepared by American Test Lab of South
Chapter 20 Light Metal Alloys
Florida, ATL Report No. 0329.01-00, dated May 26,
Section 2002 Structural Aluminum
2000, signed by Keith Harker, signed and sealed by
Chapter 22 Steel
William R Mehner, P.E. and Henry.Hahem, P.E. •
Section 2204 Cold -Formed Steel Construction
6.7
Engineering calculations on 0.050' Aluminum Storm
Section 2604 Light -Transmitting Plastics
Panels for allowable wind pressures using the
Aluminum Design Manual, prepared by Tilteco Inc.,
'SBCCI Standard for Hurricane Resistant Residential
dated April 15, 1998, signed and sealed by Walter A.
Construction @ SSTD10-99
Tillit, Jr., P.E.
6.8
Engineering calculations on 24 Gauge Galvanized Steel
Section 101.3 Integrity of Building Envelope
Storm Panels for allowable wind pressures; prepared by
Section101.4 Alternate Materials and Methods '
Tilteco Inc., dated April 15, 1998, signed and sealed by
Section 101.6 Design Concepts _
Walter A. Tillit, Jr., P.E.
Section 104 Design Criteria
6.9
Engineering calculations on 24 & 22 Gauge Galvanized
Section 104.1 Wind Loads
Steel Storm Panels for allowable wind pressures,
Appendix B Design Load Assumptions
prepared by Tilteco Inc., dated June 16, 2000, Revised
August 15, 2000, signed and sealed by Walter A. Tillit,
International One and Two Family Dwelling Code -
Jr., P.E.
1998 Edition
6.10
Test report on aluminum and polycarbonate panels in
-
accordance with ASTM E 330, prepared by American
Section 108 Alternate Materials and Systems
Test Lab of South Florida, dated March 11, 1998,
Section 301 Design Criteria
signed by Keith Harker.
Section 308.5 Glazing - Wind Loads
6.11 -
Engineering calculations on Aluminum and
Section 603 Metal
-
Polycarbonate Storm Panels for allowable wind
pressures, prepared by Tilteco Inc., dated June 16,
8. COMMITTEE FINDINGS
2000, Revised August 15, 2000, signed and sealed by
Walter A. Tillit, Jr., P.E.
The Committee on Evaluation in review of the data submitted
6.12
Comparative analysis between Steel Storm Panels,
finds that, in their opinion, the Bertha Storm Panels as
Aluminum Storm Panels, and Clear/Aluminum Storm
described in this report conform with or are suitable alternates
Panel Systems, prepared by Tilteco Inc., 18 pages,
to that specified in the Standard Building CodeQ the SBCCI
dated September8, 2000, signed andsealed byWalter
Standard for Hurricane Resistant Residential Construction@.
A. Tillit, Jr., P.E.
6.13
Manufacturer's specifications, and installation drawings:
REPORT NO. 2211 PAGE 8 OF 8
SSTD 10, and the International One and Two Family Dwelling
Code or Supplements thereto.
9. LIMITATIONS
9.1 Wood to which steel panel systems are attached shall
be a minimum of No. 2 Souther Pine with a minimum
specific gravity of 0.55.
9.2 The structural elements supporting the shuttersshailbe
designed for the wind loads shown on the drawings.
The calculations shall be submitted to the building
official when applying for a penniL The calculations
shall be signed, sealed, and dated by a registered
professional engineer when required by the Code.
9.3 ITW Tapcon fasteners shall be installed in concrete with
a minimum compressive strength of 3000 psi and
hollow CMU with a minimum f of 1200 psi. (SBCCI PST
& ESI #9759)
10. IDENTIFICATION
Each Eastern Metal Supply Storm Panel covered by this report
shall be labeled with the manufacturers name and/or
trademark, the SBCCI Public Safely Testing and Evaluation
Services Inc. seal or initials (SBCCI PST & ESI), and the
number of this report for field identification.
The panels shall also be labeled in accordance with Section
102 of SSTD 12.
11. PERIOD OF ISSUANCE
SEE CURRENT SBCCI PST & ESI EVALUATION REPORT
LISTING FOR STATUS OF THIS EVALUATION REPORT.
For information on this report contact:
Woods McRoy, P.E.
2051599-9800
ITW Dynaboft Sleeve Anchor fasteners shall be
installed in concrete with a minimum compressive . C ry
strength of 3500 psi or medium weigh( hollow CM�A� RL�dlT
Fasteners in CMU shall be carbon steel. SBCCI PST �( to
ESI #9570)
Tru-Fast CF Tap Grip fasteners shall be installed in
concrete with a minimum compressive strength of 3200
psi and hollow CMU with a minimum f of 2500 psi.
(SBCCI PST & ESI #9807A)
Powers Caulk -In fasteners shall be installed in concrete
with a minimum compressive strength of 38i0 psi and
hollow CMU with a minimum f of 3235 psi. (SBCCI
PST & ESI #9944)
Powers Zamac Nail4n fasteners shall be installed in
concrete with a minimum compressive strength of,4000
psi and hollow CMU with a minimum f of 3235 psi.
(SBCCI PST & ESI #9944)
Elco PanelMate fasteners shall be Installed in concrete
with a minimum compressive strength of 3350 psi and
hollow CMU with a minimum F of 2000 psi.