HomeMy WebLinkAboutWIND PRESSURE CHARTSURLDING'S PEAK ROOF HEIGHT M DESIGN WIND PRESSURE FOR COMPONENTS & CLADDW M F,j FOR ASGf 7 f0 PEAK ROOF HEIGHT LM THAN OR EQUAL TO 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY (I BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
FEB 0 8 2018
PEAK L** LESS THAN 7'-9"
ST. Luela County, Permitting ROOF:
POSIRVE NEGW
ULTIMATE UU MATE
O'- 15 79d Al.G I ♦laI
> 20'-25'
83.6
50.2
111.9
> 25'-30'
86.2
51.7
115.5
> 30'-40'
90.7
54.4
121.4
> 40'-50'
94.3
56.6
126.2
> 50'-60'
97.3
58.4 1
130.3
P* GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
POSNNE NEGATIVE
ULTIMATE I A.S.D. ULTIMATE I A.S.D.
6-1
76.8
1 46.7
1 100.4
1 60.2
1
79.8
47.9
104.4
62.6
3
82.4
49.4
107.7
64.6
5
86.6
52.0
113.3
68.0
7
90.0
54.0
1 117.7
1 70.6
2
92.9
55.7
1 121.5
1 72.9
L** GREATER OR EQUAL THAN 12'-3"
POSNIVE
NEGATIVE
ULTIMATE
ASO.
ULTIMATE
A.S.D.
68.5
41.1
86.4
51.8
72.0
432
90.8
54.5
74.8
44.9
94.4
56.6
7.3
46.4
97.4
58.4
81.2
48.7
102.4
61.4
84.4
50.6
1 66.5
63.9
BWL MW5 PEAK ROOF HEIGHT n DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S FF.) FOR ASCE 7 f0 PEAK ROOF HEIGHT GREATER THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
RESIDENTIAL APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
SCANNED FILECy
BY
St. Lucie County
ST. LUCIIE/ 6UFTy MELDING DIVISION
REVIEWED FOR COLIMIJAI3CE
REVIESVTLD BY_C90
DATE
-°CANS AR`D FE A ST BE XR ' (IN YO]
OR NO WSPECTION WILL BE MADE.
PEAK
ROOF
L** LESS THAN 12-3"
L' GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSNiYE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.SD.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
1677
100.6
84.3
50.6
148.4
89.0
> 70' - 80'
93.6
56.2
171.6
103.0
86.2
51.7
751.9
91.1
> 80' - 9OF
95.6
574
175.2
105. 1
88.0
52.8
155.0
93.0
> 90' - 100'
97.3
58.4
178.4
107.4
89.7
53.8
157.9
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 12o' - 14o'
103.2
61.9
189.2
113.5
95. 1
571
167.4
100.4
> 14C - 160'
105.E
63.4
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 180'
1078
64.7
197.6
118.6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
207.3
120.8
101.1
60.7
178.1
106.9
> 200' - 250'
114.1
68.5
209.2
125.5
105.2
63.1
185.1
111.1
> 250' - 3oD'
1178
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350,
121.0
72.5
221.9
133.1
111.5
66.9
196.3
117.8
> 350' - 400'
123.9
74.3
227.1
136.3
114.1
68.5
200.9
120.5
> 400' - 45W
126.4
75.8
231.8
139. 1
116.5
69.9
205.1
123.1
> 4s0' - 5oo'
128.8
773
236.1
14 f.7
118. 6,
71.2
208.9
125. 5
NOTES:
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, IS 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 71ME BUILDING PERMIT.
S) 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 1F ALTERED BY ANY MEAN,.
5.) DESIGN WMD 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 SCHEDULE17AKE OFF SHEET, ETC).
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No.44167
.o STALE OF
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At INDICA7ID DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
'* L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HDGHT.
I * * PRODUCTS WHICH BEAR A
M"-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
PE pE l0J
�Et��S
2017 (6th ED1770N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARNN, Sr. LUCIE & INO/AN RIVER COUN77ES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & B4H4M4 SHUTTER' **x DRAWN BY
RISK C4T. # BLOGS 08109117
L E C O 1 N e. WIND PRESSURE CHART DATE
SANG & ENGINEERING COMPANY BASIC WIND SPEED - 170 mph
v se ffie. JOS, NRGMA G D= R M166 EXPOSURE D, KE = 0.85 17- 194
(.T66)6T1-lsso , Fu : rybsl6Tr-16I1 ES-0006719 DRAWING No
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