HomeMy WebLinkAboutAPPROVED WIND LOAD CHARTSeries C-C Wind
ASCE 7-16
INTERIOR ZONES PRESSURES
3 1 EXTERIOR ZONSI PRESSURES
Mean
DEIGN PRESSURES (Pon. ZONE
I
an
DESIGN PRESSURES PSi
-ZONES
Areaa nin
FE
3
ROOF
A ot0 nin
f
HNgM
30 30 40
8h1
10 20 1 30 1
50
40
46.4
44.4
43.3
42
-57.2
-53.4
-51.1
-49.5
-48.3
0-IOfl
ION
+42.7
.39.7
+38.
+42.]
41A
+40.8
-57.3
+39.7
-54.9
+38.9
-53.2
.38.3
-51.8
49.8
4].]
36.5
J5.6
is It
35R
+45.
+43.8
+42.6
M1.7
+41.1
47.3 W >
+45.9
443.8
+42.6
+41.7
+41.1
-52.3
-
-48.9
-4&0
-6/.6
-60.2
-57.7
-55.9
-S4.S
20ft
3LS 20R
+082
♦46.1
#.8
+43.9
+43.2
49.5
+48.2
nI6.1
N4.8
N3.9
+43.2
-54.8
-52.5
-51.1
-503
-67.6
-63.0
-50A
-5&5
-57D
26k
26k
+50.5
+48.2
+46.9
+45.9
+d5.2 04
-50.7
♦50.5
+48.2
+46.9
N5.9
+45.2
-5&1
-53.8
-52.4
-515
-69.3
-64.5
-61.9
-60.0
30ft
09 30k
+51.7
+49.4
+48.1
-7.1
+46.3 J `o
-52A < g
+51.7
+49.4
+48.1
-63.9
-S7.9
-55.5
-54.1
-M.1
-]3.5
-66.7
36ft
+53.4
+51.0
+49.6
+48.6
36k
+47.8 > c
-53.3 f
+53.4
+51.0
+49.6
'59.0
.56.6
-55.1
-54.1
.72.8
67.9
-65.3
40ft
+511.4
+51.9
+50.5
+49.5
40 ft
+48.7 0.
-54A Zz
+54A
+51.9
+50.5
-60'2
-5]J
-56.3
-SSR
44.3
-69.3
-6&4
fi4.3
-
45ft
45ft
+ .5
+53.0
+516
+50.5
M9.7 W ;
-55.4 Y
+55.5
+13.0
+50.5
H9.7
-613
-58.8
-57.3
-56.3
-75.]
90.E
-6].6
-65.5
-0.9
50ft
50fi
+5&6
+5CO
+515
+51.5
+50.6 CL
56A U q
+56.6
+54.0
+51.5
+50.6
-62.4
-59.8
-583
-57.2
-T7.0
-]18
-68.8
-66.6
-0
SSft
SSN
19
+57.5
+54.9
+53.9
+52.3
+51.5
+575
+53.4
+52.3
+51.5
-63.3
-60.7
-59.2
-58.
-]8.2
-723
L .8
-67.6
-66.0
60ft
+58.4
+557
+541
+53.
+58.4
+55J
+54.2
+53.1
+52.3
NTERIOR ZONE4 EXTERIOR MEAN ROOF HEIGHT MRH EXPLAINED
r
I- 10% OF (FAST HORIZONTAL DIMENSIO LEAST HORIZONTAL
300F HEIGHT (MRH), WHICHEVER IS SMALER,B DIMENSION
2 p
O O
GI
THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. PHFE.BIN
y 2 0;
USE CORNER ZONE S IF AT ALL IN QUESTIOFE. CONSULTANGRT
ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MU
❑ m
Z A
O4
�zD®
MU FAVE IRIEO
d d Naxl
MEiGMT WIND
HEIGHT ME
IMRX) ® FLOW
f <r
�PFrEp
3�
5
� E
1 ® ® 4 f \ a
Ebb
5 5 aY PLAN VIEW
1
ISOMETRIC
e S
ovi
ELEVATION d�'Y dV CORNER$
0
^
REMARKS
DRWN
CHIU)
DATE
7TH EDITION FLORIDA BUILDING Cf
NIT ME
FB
FB
F2R020
A
2020
ASCE 7-16, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
ne000Mon„nRrwenrneo®ROEaAm.
M
MASTER PLAN SHEET
�B GAWATG1V
ASCE 7-16
N11BooclleN'MA
WIND VELOCITY=170 MPH.
MRH s6o'
EXPOSURE'D'
BASEDONKO=0.85
MMI =MEW ROOF HEIGHT
ENCLOSED STHURUREFIATTERRAIN
WINDVFLOCm I5VuN
FOR TABU USE:
COPIES NOT VALID FOR PERM]
IE OF THE OPENING AS INTE MEMOR(BUtXIXG CORNER, ZONE 5) MR THE
THE GREATER OF(HEIGHT • WIDTM) OR THE
GH",
RUCTu LY- MIS INCLUDES AREAS RTTWEEN STRUCTURAL
AN OPENING CANNOT BE IDENTIFIED. THE SMALLEST
AREA DOWN TO ME SMALIERTAIN E W WE. FOR URGER TRIBUTARY AREAS
IT PUBLISHED VAWE.
i MF$$U0.E5 F00. USE AS IIEOVI0.ED BY TXE LOUL MUNICIOA 11Y IX
bLO. TMAC VAWES ARE UNDER -DESIGNED BY A FACTOR OF 1,18. VERIFY NO
NETNODOLOGY'
Ei
N $ N om.i q^ O'ip 'll{1.
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