27
HORIZONTAL SLIDING WINDOW (NO)
SERIES 160 ALUMINUM
1/4" TEMPERED GLASS
BALANCE REMAINERS P.L.
Structural Engineering
161 South 3rd St.
Dayton, Ohio 45402
Tel: (513) 226-3437
Fax: (513) 226-3437
Simpson Strong-Tie
Simpson, NC
1-800-999-5123
www.strongtie.com
PROJECT REVIEWED
FRANCISCO ESPARZA
FLORIDA PE # 31583
1-14-09
DATE: 1-15-09
SHEET NO. 3
HSS2 - 041
TYPICAL ELEVATION (NO)
NON - IMPACT WINDOW
NOTE:
FOR NUMBER OF ANCHORS REFER TO TABLE 1 AND
IN THE DESIGN PRESSURE CHART
WINDOW HEIGHT
WINDOW WIDTH
3 1/2" MAX.
1 1/2" MAX.
14"
3 1/2" MAX.
18 3/4" MAX.
1/4" TEMPERED GLASS
1/4" TEMPERED GLASS
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
A
B
C
D
E
DESIGN PRESSURE CHART - NW
SERIES 160 ALUMINUM RESIDENTIAL
1/4" TEMPERED GLASS
WINDOW DIMENSIONS
ANCHOR PATTERN
FOR 160 SERIES
FOR 160 W/4
HORIZONTAL PROTECTION REQUIRED
1.5 MW ROLL
EXT.
INC.
3" ROLL
EXT.
INC.
STANDARD SERIES
30 1/2" 30"
3
3
3.3
19.0
3.3
19.0
30 1/2" 36"
3
3
3.3
20.2
3.3
20.2
30 1/2" 42"
3
3
3.3
20.7
3.3
20.7
30 1/2" 48"
3
3
3.3
20.7
3.3
20.7
30 3/4" 30"
4
4
3.3
22.7
3.3
22.7
30 3/4" 36"
4
4
3.3
19.4
3.3
19.4
30 3/4" 42"
4
4
3.3
19.4
3.3
19.4
30 3/4" 48"
4
4
3.3
19.4
3.3
19.4
36 1/2" 30"
5
5
3.3
15.6
3.3
15.6
36 1/2" 36"
5
5
3.3
16.7
3.3
16.7
36 1/2" 42"
5
5
3.3
16.8
3.3
16.8
36 1/2" 48"
5
5
3.3
16.8
3.3
16.8
42 1/2" 30"
6
6
3.3
13.8
3.3
13.8
42 1/2" 36"
6
6
3.3
14.7
3.3
14.7
42 1/2" 42"
6
6
3.3
20.0
3.3
20.0
42 1/2" 48"
6
6
3.3
20.0
3.3
20.0
48 1/2" 30"
3
3
3.3
25.6
3.3
25.6
48 1/2" 36"
3
3
3.3
25.6
3.3
25.6
48 1/2" 42"
3
3
3.3
22.5
3.3
22.5
48 1/2" 48"
3
3
3.3
22.5
3.3
22.5
54 1/2" 30"
3
3
3.3
30.0
3.3
30.0
54 1/2" 36"
3
3
3.3
29.0
3.3
29.0
54 1/2" 42"
3
3
3.3
29.0
3.3
29.0
54 1/2" 48"
3
3
3.3
29.0
3.3
29.0
60 1/2" 30"
4
4
3.3
19.6
3.3
19.6
60 1/2" 36"
4
4
3.3
19.6
3.3
19.6
60 1/2" 42"
4
4
3.3
19.6
3.3
19.6
60 1/2" 48"
4
4
3.3
19.6
3.3
19.6
66 1/2" 30"
5
5
3.3
18.9
3.3
18.9
66 1/2" 36"
5
5
3.3
17.5
3.3
17.5
66 1/2" 42"
5
5
3.3
15.1
3.3
15.1
66 1/2" 48"
5
5
3.3
15.1
3.3
15.1
72 1/2" 30"
6
6
3.3
19.0
3.3
19.0
72 1/2" 36"
6
6
3.3
19.0
3.3
19.0
72 1/2" 42"
6
6
3.3
19.0
3.3
19.0
72 1/2" 48"
6
6
3.3
19.0
3.3
19.0
NON-STANDARD SERIES
30 1/2" 30"
3
3
3.3
19.4
3.3
19.4
30 1/2" 36"
3
3
3.3
19.4
3.3
19.4
30 1/2" 42"
3
3
3.3
19.4
3.3
19.4
30 1/2" 48"
3
3
3.3
19.4
3.3
19.4
30 3/4" 30"
4
4
3.3
19.4
3.3
19.4
30 3/4" 36"
4
4
3.3
19.4
3.3
19.4
30 3/4" 42"
4
4
3.3
19.4
3.3
19.4
30 3/4" 48"
4
4
3.3
19.4
3.3
19.4
36 1/2" 30"
5
5
3.3
15.6
3.3
15.6
36 1/2" 36"
5
5
3.3
15.6
3.3
15.6
36 1/2" 42"
5
5
3.3
15.6
3.3
15.6
36 1/2" 48"
5
5
3.3
15.6
3.3
15.6
42 1/2" 30"
6
6
3.3
13.8
3.3
13.8
42 1/2" 36"
6
6
3.3
13.8
3.3
13.8
42 1/2" 42"
6
6
3.3
13.8
3.3
13.8
42 1/2" 48"
6
6
3.3
13.8
3.3
13.8
48 1/2" 30"
3
3
3.3
25.6
3.3
25.6
48 1/2" 36"
3
3
3.3
25.6
3.3
25.6
48 1/2" 42"
3
3
3.3
22.5
3.3
22.5
48 1/2" 48"
3
3
3.3
22.5
3.3
22.5
54 1/2" 30"
3
3
3.3
30.0
3.3
30.0
54 1/2" 36"
3
3
3.3
29.0
3.3
29.0
54 1/2" 42"
3
3
3.3
29.0
3.3
29.0
54 1/2" 48"
3
3
3.3
29.0
3.3
29.0
60 1/2" 30"
4
4
3.3
19.6
3.3
19.6
60 1/2" 36"
4
4
3.3
19.6
3.3
19.6
60 1/2" 42"
4
4
3.3
19.6
3.3
19.6
60 1/2" 48"
4
4
3.3
19.6
3.3
19.6
66 1/2" 30"
5
5
3.3
18.9
3.3
18.9
66 1/2" 36"
5
5
3.3
17.5
3.3
17.5
66 1/2" 42"
5
5
3.3
15.1
3.3
15.1
66 1/2" 48"
5
5
3.3
15.1
3.3
15.1
72 1/2" 30"
6
6
3.3
19.0
3.3
19.0
72 1/2" 36"
6
6
3.3
19.0
3.3
19.0
72 1/2" 42"
6
6
3.3
19.0
3.3
19.0
72 1/2" 48"
6
6
3.3
19.0
3.3
19.0
TEST ON 160-250, DATED 5-15-99
TEST SIZE = 74" X 51" (NO)
TEST LOAD = 130.0 PSF
STATIC WIND LOAD TEST = 180.0 PSF
CYCLIC WIND LOAD TEST = 180.0 PSF
TESTED GLASS = 1/4" TEMPERED
Engineering Specification — Simpson Strong-Tie, Series 160 Aluminum Window (2009)
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