HomeMy WebLinkAboutBUILDING SCHEMATICBASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL,
PEAK
ROOF
I' LESS THAN 7'-9�
L- GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
L•- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSMKE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIINTE
A.S.D.
ULTIMATE
ASD.
0' - 15,
76.4
45.8
102.4
67.4
73.0
438
95.5
573
68.5
41.1
86.4
51.8
> 15'-20'
80.4
48.2
1076
64.6
76.6
46.1
100.4
60.2
72.0
43.2
90.8
54.5
> 20'-25'
83.6
50.2
111.9
671
79.8
479
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-3O'
86.2
51.7
115.5
69.3
82.4
49.4
107.7
64.6
773
46.4
974
58.4
> 30-40'
90.7
54.4
121.4
72.8
86.6
2.0
113.3
68.0
81.1
48.7
102.4
61.4
> 40'-50'
94.3
56.6
126.2
75.7
90.0
54.0
11 Z7
70.6
84. j
- 50.6
106.5
63.9
> 50'-60'
97.3
58.4
130.3
78.2
92.9
55.7
121.5
72.9
87.2
52.3
109.9
65.9
J
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S F.) FOR ASCE 7-to - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak
BASIC WIND SPEED = 170 mph RISK CATEGORY 9 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
C*• LESS THAN 12-3"
1' GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.SD.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULRMA7£
A.S.D.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
148.4
89.0
> 70' - 80'
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91.1
> 80' - 90'
95.6
57.4
175.2
105.1
88.0
52.8
155.0
93.0
> s0' - too'
973
58.4
178.4r
4
89.7
53.8
1579
94.7
> 100' - 120'
100.5
60.3
184.25
92.5
55.5
163.0
97.8
120"'- ig0y
103.2
6�1.9
189.25,�
95.1
57.1
167.4
100.4
> 140' - tso'
105.E
63.4
193.E
97.3
58.4
171.3
102.8
> 160' - 180'
107.8
64.7
19Z66
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
201.3
101.1
60.7
178.1
106.9
> 200' - 250'
114.1
68.5
209.25
105.2
63.1
185.1
1I1.1
> 250' - 300'
11Z8
70.1
216.06
108.5
65.1
1911
114.7
> 300' - J50'
121.0
72.5
221.91
111.5
66.9
196.3
117.8
> 350' - 400'
123.9
74.3
227. 1
1t4.1
68.5
200.9
120.5
400' - 450'
126.4
75.8
231.81
116.5
69.9
205.1
123.1>450'
- 500'
128.8
773
236.17
118.E
71.2
208.9
125.3
N07E5:
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, 84SED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND
APPLICABLE RISK CATEGORY BUILDING & DIPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM4770M FOR A SITE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT.
3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND ASD. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
ST. LUCIE COUNTY BUILDING D ION
REVIEWED FORCOMPLIANC �_,, �
PLANS AND PERMIT MUST BE KVTON JOB
SITE OR NO INSPECfION(S) W L E MADE
oI$'
.......
p Z�
a• No.44167
-o -ti STATE Of
SCANNED
BY
St. Lucie County
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
r* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BADE LENGTH OR BANANA
SHUTTER HEIGHT.
r** PRODUCTS WHICH BEAR A
M14MI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
P�LoEApf
to Gvkl
FILE COPY
CONCEALED FASTENERS OR ATTACHM6NTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES I
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & BAL14MA SHUTTERS *** DRAWN BY
RISK .CAT. 11 SLOGS 08109117
L E C O N e. WIND PRESSURE CHART DATE
STING & ENGINEERING -COMPANY BASIC WIND SPEED = 170 mph
tn. 51 5T•. J VR GIRODI$ a M166 EXPOSURE D, Kd = 0.85 17- 194
DRAWING No
SHEET I OF t