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SCANNED
BY
St. Lucie County
BASIC WIND SPEED -- 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
ROF
ROOF
L'� LESS THAN T-9'
L" GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3"
L•x GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POS/OVE
NEGATIVE
Po9R/VE
NEGATIVE
(h)
UL TINATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
ULTIMATE
-A.S.D.
ULTIMATE
A.S.D..
D' - 15,
76.4
45.8
102.4
61.4
73.0
43.8
95.5
57.3
68.5
1 41.1
86.4
51.8
80.4
48.2
1076
64.5
76.8
46.1
100.4
60.2
72.0
43.2
90.8
54.5
> 20'-25'
83.6
50.2
111.9
67.1
79.8
47.9
104.4
62.6
74.8
1.. 44.9
94.4
56.6
-> 25-30'
86.2
51.7
115.5
69.3
82.4
49.4
1077
64.6
77.3
46.4
97.4
58.4
90.7
54.4
121.4
72.5
86.6
52.0
113.3
68.0
81.2
48.7
102.4
61.4
> 40'-50'
94.3
56.6
126.2
75.7
90.0
54.0
1177
70.6
'84.4
50.6
106.5
63.9
> 5D'-60'
973
58.4
130.3
78.2
92.9
55.7
127.5
72.9
872
52.31
109.9
65.9
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
RE P ENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
tm C ®Y
af � 03y y
ST. LUC COUNTY BUILDING
ED�ISION
REVIEWED FOR CO+
REVIE.VT<D BY
DATE $T BE kZ?T ON JOY
PLANS M P RMIT
OR NO INSPECTION WILL BE MADE.
PEAK
ROOF
L" LESS THAN 12-3"
1'x GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
- POSITIVE
NEGATIVE
(h)
ULT/MATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
ULTIMATE
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
>
95.6
175.2
88.0
52.8
155.0
93.0
go,- Io0
973
58.4
178-
107.4
89.7
53.8
157.9
94.7
> 100' - 120'
100.5
60.3
184.2
- 92.5
55.5
163.0
978
> 120' - 140'
103.2K72.6
189.2
113.5
95.1
571
167.4
100.4
> 140' - 160'
105.6193.6
116.2
973
58.4
171.3
102.8
> 160' - 180'
107.81976
118.6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8201.3
120.8
101.1
60.7
178.1
I 106.9..
> 200' - 250'
114.1
209.2
125.5
105.2
63.1
185.1
111.1
> 250' - 3OO'
117.8216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350'
12.1.0221.9
133.1
111.5
66.9
196.3
117.8
> 350' - 400'
123.9
.
227. 1
136.3
114.1
58.5
200.9 -
120.5
> 400' - 450'
126.4
i 75.8
1 231.8 1
139.1
1 116.5
1 69.9
205.1
123.1
> 450' - 5OO'l
128.8
1 773
1 236.1 1
141.7
1 118.E
1 71.2
208.9
125.3
NO
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10 FOR A BASIC WIND SPEED OF 170 MPH, AND
APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, /S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION 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 TIME BUILDING PERM?.
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 AS.D. 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.).
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDNIONS
AND FOR ALL ROOF
SLOPES.
It* L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR 84HAMA
SHUTTER HEIGHT.
It ** PRODUCTS WHICHBEAR A
M/AMI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
PEPaP
p.-� - '&S
-"Eft*
2014 (5th EDITION)' FLORIDA BUILDING CODE - BROWARD, PALM BFACH,. MARTIN, ST LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS, ACCORDION & SWMA SHUTTERS xxx SCALE
RISK CAT. I/ BLDGS 06111/15
L E C O, N c. WIND PRESSURE CHART DATE
JT TESTING & ENGINEERING. COMPANY BASIC WIND SPEED = 17D mph 15- 188
N.W. a �.YX�a] n,1�, yx�,vNLcp ,, a,T IM EXPOSURE A Kd = 0.85 15-1G 8
N.
EB-0006719 an' N. Arscdvaw as m. x. o6wrnw+ wa
WALTERA. T/LL/T JT. P.E.
FLORIDA Lic. A 44161 a a: mwms 11511 1 SHEET L OF I