13-168R-001TOP OF ✓E=M
AT F I R5T FLOOR
c-
I5T. TOP CF CONIC
=i;:�=.T FI ner:
1447.10 pef
1-51.10 pal
Zone 4
0
I N 7 cRR 10 R_ LE`r i SID= =L=\/4710N
i
TOP OF BEAM
AT F I R6 T FLOOR
EL.- -11 -01
{57. TOP OF CCN :
FIR5T FLCCR
N i 992- 10 R L =- i SID=- cL=`v;A 7110'11,1
+-SAO pef
-5e.eo pa
z�
A
3;
T_
TOF' OF BEAM
AT F I R 5 FLOOR
EL.'- 7-0,
I5T. T
F IR5'
s n'-
I
0
TCf° OF BEAM
h AT F I R 5 T FLOOR
DEL.!
15T. TOP OF CCNG
FIR5T FLCCR
O' -C"
TOP OF BEAM
h AT F I R 5 T FLOOR
-¢ EL. m 7 -0
15T. TOP CF GCMG
FIRST FLOOR
s C' -O"
N5.o0 pef
- 49.00 pet
Zone 4
FMROPOeZZ)
3r1o" = 1' -0"
. j +45.90 psf +45.90 per
*45.00 pet - 50.00 per
- 49.00 Psf Zons 5 Zone 5
Zone 4
xz
+46.90 R-1 +46.90 per
49.0o psr as.ao pe+
FAI
ra�M
W
H
_. N0 0 0 0
Z
O `
N t�
a
I
0
8
4
Wind Loads - FIRST FLOOR LEVEL
Mark No.
Impact
Glass
Thickness
SIZE
Product App. No.
rY
Area
Mullion
Anchorage
Mullion
NOA
Calculated Wind Pressure
(Location)
Comer Zone 5
Interior Zone 4
W
H
POS
NEG
1
5/16"
531/8"
50 7/8"
11- 1114.04
18.68
NO
o
+45.0
-49.0
4
2
5116"
531/8"
50 7/8"
11- 1114.04
18.68
NO
+45.0
-49.0
4
3
5/16"
37"
261/2"
11- 1114.04
6.81
NO
+47.1
-51.1
4
4
5/16"
53 1/8"
38 3/8"
11- 1114.04
14.30
NO
SCALE:
+45.9
-60.0
5
5
5/16"
53 1/8"
38 3/8"
11- 1114.04
14.30
NO
+45.9
-60.0
5
6
5/16"
53 1/8"
38 3/8"
11- 1114.04
14.30
NO
+45.9
-49.9
4
7
5/16"
53 1/8"
38 3/8"
11- 1114.04
14.30
NO
+45.9
-49.9
4
8
5/16"
53 1/8"
38 3/8"
11- 1114.04
14.30
NO
+45.9
49.9
4
9
5/16"
531/8"
38 3/8"
11- 1114.04
14.30
NO
+45.9
-49.9
4
10
5/16"
531/8"
38 3/8"
11- 1114.04
14.30
NO
+45.9
-49.9
4
11
5/16"
261 /2"
26 1/2"
11- 1114.04
4.88
NO
+47.1
-63.1
5
0
mmmmm
N
U
C
Ql
(D
W
to
z
o
.-
C
e
M
0 L
0
cp
d- N
v
Z
�
�
I--
W
a
DESCRIPTION:
FLOORPLAN
SCALE:
NTS
DRAWN BY: I SHEET NO.:
CHECKED BY: