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BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P_S F,) FOR ASCE 7 10 PEAK ROOF HEIGHT LESS THAN OR EOUAE TO 60 FEET �k
BASIC WIND SPEED = 170 mph RISK CATEGORY IT BUILDINGS
R£SIDENDAL, APARTMENT BUILDINGS & C0MMERC64L BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
Lrr LESS THAN 7'-9`
Lrr GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
L'r GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
UL77MATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
0' - 15,
76.4
45.8
102.4
61.4
73.0
43.8
95.5
57.3
68.5
41.1
86.4
57.8
> /5'-20'
80.4
48.2
1027 6
64.6
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
44.9
94.4
56.6
> 25'-3Q'
86.2
51.7
115.5
69.3
82.4
49.4
7077
64.6
773
46.4
974
58.4
> 30'-q0'
90.7
54.4
121.4
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
117.7
70.6
84.4
50.6
106.5
63.9
> 50'-60'
973
58.4
130.3
1 78.2
1 92.9
1 55.7
121.5
1 72.9
872
52.3
109.9
65.9
FILE COPY
BASIC WIND SPEED = 170 mph RISK CATEGORY 1I BUILDINGS
RESIDENTMIL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
Lrr LESS THAN 12-3'
Lr' GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSTIVE
NEGATIVE
POSTIVE
/1FGATM
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.SD.
ULTIMATE
I A.S.D.
ULTIMAff
A.S.D.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
148.4
89.0
> 70' - 60'
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
> 9O' - 100,
97.3
58.4
178.4
1074
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
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
57. 1
167.4
100.4
> 140' - 60'
105.E
63.4
193.6
116.2
97.3
58.4
171.3
1 102.8
Iso' - feo
1078
M2!7M
197.E
1"16!6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
201.3
120.8
101.1
60.7
178.1
105.9
> 200' - 250'
114.1
68.5
209.2
125.5
105.2
1 63.1
185.1
111.1
> 250' - 30O'
117E
70.1
216.0
129.6
106.5
65.1
191.1
114.7
> JOO' - 350'
121.0
72.6
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' - 450'
126.4
75.8
231.8
139.1
116.5
69.9
205.1
123.1
> 450' - 500'
128.8
773
236.1
141.7
118.6
71.2
208.9
125.3
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 C47EG0RY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT.
2) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC770N OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE UL77MATE 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 WAD 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).
SCANNED
BY
St. Lucie County
FILE COPY
* 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 BAHAMA
SHUTTER HEIGHT.
IC PRODUCTS WHICH BEAR A
MIAMI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
PE p�j
E (foJ
HEIG
We
ST. LUCIE COUNTY BUILDING DIV SION
REVIEWED FOR COMPLIANCE
REVIE D BY
DATE BUILDING SCHEMATIC
PLANS AND P RMIT MUST BE KEPT N JOB
SITE OR NO INSPECTION(S) WILL BE MADE
�,
TZ
3c�rsF
No.44167 ;
$TAtEOF s
�5 /0NAIL ..•
THESE FFL _ 1 AND ALL PROPOSED WORK
ARE
QUIRED WE
TO ANY
INSPECTORS
MAY BE NECESSARY IN ORDER TO
CORIPLY VlITH ALL APPLICABLE CODES.
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANEL,$ ACCORDION & B4H4M4 SHUTTERS rrr DRAWN BY
RISK CAT. 11 SLOGS 06109117
L E C O I N C. WIND PRESSURE CHART DATE
ST7NG &ENGINEER/NC COMPANY BASIC WIND SPEED = 170 mph
a sa -= w CAROQS R JJI46 EXPOSURE D, Kd = 0.B5 17- 194
(.It -15=. Far: (")6)1-I6.71 DRAWING No
EB-0006719 m. N' 08°B"•"" °'� m. •° ^� m1r
WALTER A 77LUT Jr. P.E. r m re -Tee /r
FL40RIDA Lie. 0 44767 ! SHEET 1 Or I