1200 NE 102 St (2)100'
95.5
X
\
80 '
90
'50"
A
um .
\
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83.7
\
Y
20 ga. s
eel
50'
80
24 ga.
72
MEM
30'
7,
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64.2
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20'
60
,,
52.7
040"
Alum.
111
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0' -10'
50
42.8
IIM
11
1
o62"
Alum
\
40
\
30
N,
A
TYP SECTION.
r
ANCHOR SCHEDULE
Height above grade (ft.)
Anchor spacing (inches)
1.75" _ 1.75"
.074"
1.375"
HEADER CA
20"
See Pan. Conn. Det.
See panel conn. Det.
0' -30'
PANEL
30' -50'
18"
1.375"
HEADER
50' -80'
16"
0
80' -200'
12"
CNI
s
Anchor
1.75"
0
.074"
TYP PANEL CONNECTION DETAIL
COMPONENT PARTS
3.5 "x2.5"
16 ga. stl
angle
Anchor (See Sch.)
:
Clip - spa.--'
@ 12" c -c
*" bolts
@ 18" c -c
Panel
Anchor
or
" -wide .046 spring steel
ca•. •laced; SAE 1095 heat
treate to 44/48 Rockwell C.
Anchor
(See Sch.)
0 or
Panel
200' 100
8'
9 10'
5' 6' 7'
Test Load (psf)
Buildin Height (ft.)
S.F.B.C. Requirements
STORM PANEL CHART
DESIGN CRITERIA
These Storm Panels are designed and tested in accordance wigh
Sec, 3511 of the So. Fla, Bldg. Code.
Recovery at Test Load-- — — — — —80% min.
Deflection Limit at 1.5
Safety Factor from Test Load— — — —L/80
STORM PANEL SPAN (FT.)
NOTES
1) Anchors to conc. shall be 4"x1" Drive Nails for permanent
type installation and 4 " -20 bolt in Star Tampin for re-
movable installation.
2) Steel panels shall have a min. Y.S.=40,000 psi and U.S,=
60,000 psi. Alum. panels shall be alloy 3003 -H16.
3) Panels may be mounted horizantally as well as vertically
using clear span.
4) Omit one rib for starter or end panel. Place anchors @ 30 ".
5) Anchors in conc. shall be placed II" clear to edge of conc.
6) All storm panel exceeding a clear span of 6' -0" shall have
4 " -20 bolts connecting panel located at midspan.
STORM PANEL DETAIL SHEET
FOR
PAD -TECT4F
AWNING SHUTTER CO.
701 W. 25th St. Hialeah, Florida
STAN WEEKS 8x ASSOC. INC.
ENGINEER
3061 NW 7th Street Miami. Flordila
8/9/66 Job Kos 631
100'
95.5
\
80'
90
'S0"
\ A
um .
\
83.7
20 ga, s
eel
50'
80
24 ga.
72
30'
'
IMIL-
1
64.2
1111111111111111111
20'
60
Il
52.7
040"
Alum.-
I
n
\
\
0' -10'
50
42.8
kilibliall
o62"
Alum.
\
40
\
30
N
A
TYP SECTION.
ANCHOR SCHEDULE
Height above grade (ft.)
Anchor spacing (inches)
1.375"
HEADER @A
- .074"
See Pan. Conn; De
See panel conn. Det.
0' -30'
20"
30' -50'
1.75" 1.75"
f I l
- .064"
//
18"
1.375"
HEADER
—1.75"
t
(varies See Chart)
•
50' -80'
16"
0
12"
80' -200'
0
Anchor
TYP PANEL CONNECTION DETAIL
COMPONENT PARTS
.074"
1.375"
1.75"
3.5 "x2.5"
16 ga. stl
angle
in
N
Anchor (See Sch.) •:':,
D.�
. •
r
Panel
Clip - spa.-
@ 12" c -c
*" bolts
@ 18" c -c
•
Anchor
de .046 spring steel
cad. ated; SAE 1095 heat
treate• to 44/ 8 Rockwell C.
.050"
1.50"
0
00.
O A or
Panel
Anchor
(See Sch.)
.050"
.140"
BASE 0
200' 100
5' 6'
Test Load (psf)
Building Height (ft.)
S.F.B.C. Requirements
7' 8' 9' 10'
STORM PANEL SPAN (FT)
STORM PANEL CHART
DESIGN CRITERIA.
These Storm Panels are designed and tested in accordance with
Sec. 3511 of the So. Fla. Bldg. Code.
Recovery at Test Load-- - - - - -80% min.
Deflection Limit at 1.5
Safety Factor from Test Load - - - -L/80
NOTES
1) Anchors to conc. shall be ,' "xl" Drive Nails for permanent
type installation and ,' -, " -20 bolt in Star Tampin for re-
movable installation.
2) Steel panels shall have a min. Y.S. =40,000 psi and U.S.=
60,000 psi. Alum. panels shall be alloy 3003-H16.
3) Panels may be mounted horizantally as well as vertically
using clear span.
4) Omit one rib for starter or end panel. Place anchors @ 30 ".
5) Anchors in conc. shall be placed l2" clear to edge of conc.
6) All storm panel exceeding a clear span of 6' -0" shall have
s " -20 bolts connecting panel located at midspan.
STORM PANEL DETAIL SHEET
FOR
PO -TECTTT
AWNING SHUTTER CO.
701 W. 25th St. Hialeah, Florida
STAN WEEKS & ASSOC. INC.
ENGINEER
3061 NW 7th Street Miami. Fiordai,
8/9/66 Job Ma, h3_1