HomeMy WebLinkAboutWIND PRESSURE CHARTBUILDING'S PEAK ROOF HEIGHT m DESIGN WIND PREceuvc mp rnuvnucuIS s CLADDING (P S F„) FOR .ASCE 7 10 PEAK ROOF HEIGHT LFK THAN OR EQUAL TO an cccr
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
RECEIVED
MAR 0 2 2018
ST. Lucie County, Permitting
L*- LESS THAN 7'-9"
Lw GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
I' GREATER OR EQUAL THAN 72'-3'
POSIDVE
NEGARVE
POSITIVE
NEGATVE
PoSmVE
NEGATIVE
V15�-204'
ULTIMATE
A.S.D.
ULDMATE
A.S.D.
ULDMATE
A.S.D.
ULDMATE
A.S.D.
ULDMATE
A.S.D.
ULTIMATE
A.S.D.
76.4
45.8
102.4
61.4
73.0
43.8
95.5
57.3
68.5
41.1
86.4
51.8
80.4
48.2
107.6
64.6
76.8
46.1
700.4
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
44.9
94.4
56.6
> 25'-30'
86.2
51.7
115.5
69.3
82.4
49.4
707.7
64.6
773
46.4
97.4
58.4
> 30'-40'
90.7
54.4
727.4
72.8
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
> 50'-60-
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
87.2
52.3
109.9
65.9
* INDICATED 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 EWHAMA
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
0WI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
MD/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PS-F.) FOR A§GE 7 10 PEAK ROOF HEIGHT rMTER THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
RESIDENTIAL, NT DIN ILDINGS (RETAIL, WHOLESALE)
ST. LUCIE COUNTY BUIMI G DIVISION
REVIEWED FOR COMP E
REVIS,WFD UY
DATE
PLANS Ali'a'9 FER511T MUST BE MPT ON JOB
OR NO DiSPECTION WILL BE MADE.
HUunoo aion3 ')5.
---- 9�IVflf�J�S''-
PEAK
ROOF
L« LESS THAN 12-3`
1' GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATVE
(h)
ULDMATE
A.S.D.
ULDMATE
A.S.O.
ULDMATE
A.S.D.
LILT/MATE
A.SA
> 60' - 70'
91.5
54.9
1677
100.6
84.3
50.6
148.4
89.0
> 70' - 80'
93.6
56.2
771.6
103.0
86.2
51.7
151.9
91.1
> 80' - 90'
95.6
175.2
88.0
52.8
155.0
93.0
0' - 100'
)97.3
58.4
178.
1074
89.7
53.8
1579
94.7
> - 12D'
100.5
0.3
184.2
.5
92.5
55.5
163.0
97.8
> 120' - 740'
103.2
61.9
189.2
113.5
95.1
571
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 180'
107E
64.7
1976
11B.6
99.3
59.6
174.9
104.9
> 180' - 200'
T 09.8
65.9
201.3
120.8
101. 1
50.7
178.1
106.9
> 200' - 250'
114.1
68.5
209.2
125.5
105.2
63.1
185.1
111.1
> 250' - .T00'
117E
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350'L128.8
72.6
227.9
733. 1
111.5
66.9
196.3
117.8
>_350'--_400'
74.3
227.1
136.3
114.1
6S.5
200.9120.5
400' - 450'
75.8
231E
139.1
116.5
69.9
205.-1
123.1
> 450' - 500'
77.3
236.1
141.7
118.6
77.2
208.9
125.3
N
1.) THIS CER77RED SIGNED AND SEALED WIND LCAD 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 PRONDE INFORMADON FOR A SITE SPECIFIC PROJECT.
2) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND 847ED BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERMIT.
3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULDMATE AND ASO. 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 (ag., SPREADSHEET, OPENING SCHEDUL£/TAK£ OFF SHEET, ETC).
,
. NO.44167
-STATE Of -
PEPpf (�
it �E0G�S
2077 (6th EDITION) FLORIDA BUILDING CODE - SROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASC£ 7-10 / WIND PRESSURE CHART LC.
STORM PANELS, ACCORDION & BWMA SHUTTERS +•" DRAWN BY
RISK CAT. ll BLDGS 08109117
L E C O � to c. WIND PRESSURE CHART DATE
STING h ENGINEERING COMPANY B451C WIND SPEED = 170 mph 17- 19'1
N. SL STe. JG; VJM'L1HA G:LPoDq R M165 EXPOSURE D. Kd = 0.85
(JO4f6Ti-16SD. Fv: (.f09f611-16J1 DRAWING No
EB-0066719 m. re o mrz An. xe Arsr�nmv ms
WALTER A DLUT Jr. P.E. r aA rs-1B9 Vi s SHEET I OF /
FLORIDA Uc. r 44167 2 A