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BASIC WIND SPEED = 170 m
RESIDENTIAL, APARTMENT BUILDINGS &
WHOLESALE)
PEAK
ROOF
I- LESS THAN 7'-9"
1- GREATER OR EQUAL THAN 7' 9" AND
: LESS THAN 12'-3"
I' GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSMVE
NEGATIVE
POS?N47
NEGATIVE
(h)
ULTIMATE
AS.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
ASD.
ULTIMATEULTIMATE
A.S.D.
0' - 15'
76.4
45.8
102.4
61.4
' 73.0
43.8
95.5
57.3
6K5
86.4
51.8
> 15'-20'
80.4
48.2
107.6
64.6
76.6
46.1
100.4
60.2
72.0
90.8
54.5
5 20'-25'
83.6
50.2
111.9
67. 1
79.8
47.9
104.4
62.6
74.8
94.4
56.6
> 25'30'
86.2
51.7
115.5
69.3
82.4
49.4
107.7
64.6
77.3
97.4
58.4
> 30'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3,
68.0
81.2
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-
109.965.9
raiN D/n1S'c PFAtt ROOF HOGHr vs DESIGN WIND PRESSURE FOR COMPONENTS 6E CLADDING (P S F) FOR AMC 7 10 PEAK ROOF HEIGHT GREATER THAN 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS j
RECEIVED RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
APR 2 2 2019
ST. Lucie County, Permitting
PEAK
ROOF
I- LESS THAN 12-3"
1- GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE-
A-.&D
ULTIMATE
ASD.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
16Z7
100.6
84.3
50.6
148.4
89.0
> 70' - 80'
93.6
56.2
171.6
1030
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
S 9D' - loo,
97.3
58.4
178.4
107.4
89.7
53.8
1579
94.7
> 100' - 120'
100.5
60.3
'184.2
110.5
92.5
-55.5
163.0
-978
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
571
167.4
100.4
> /40' - 160'
105.E
- 63.4
193.E
:116.2
97.3 1
1.3
702.8
y 160' - 1BD'
1OX8
54.7
197.6
118.6
99.3
4.9
104.9
109.8
65.9"-
201.3
120.0 ` `
101.1
78..1
106.9
> 200 - 250'
114.1
68.5-
209.2
125.5
105.2-
5.1
111.1
> 250' - 300'.
1178
70.1
216.0
129.6
108.5
1.1
W71.2208.9
114.7
72.6
221.9
133:1
111.5
6.3
117.8
3.9
74.3
227.1
136.3
114.1
0.9
120.5
ma1.0
6.4
75.8
231.8
139.1
116.5
5.1
123.1
8.8
773
236.1
141.7
118.E
8.9
1 125:3
1.) .THIS CERTIFIED SIGNED AND SEALED WINO LOADCHART, PREPARED BY THIS ENC/NEER, BASED ON ASCE 7-10, FOR A BASK WIND SPEED OF 170' MPH, AND
APPUCABLE 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 /F USED TO OBTAIN A ONE TIME BUILDING PERMIT
J.). CONTRACTOR OR PERMIT HOLDER TO SE RESPONSIBLE FOR THE SELECTION OF DES(GN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
5.) DESIGN WIND LOAD SELECTED BY THE CONWCTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC41FO 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
INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDMONS
AND FOR ALL ROOF
SLOPES.
' L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BA MIA
SHUTTER HEIGHT.
7** PRODUCTS WHICH BEAR A
MGLMI-OADE COUNTY OR A
STATE OF FLOR/D4 APPROVAL
PR0ppG��
OR
CE
Ty
4SLECO"U
BOCC
2077 (6th EDITION) FLORIDA BUILDING CODE - BROY.'ARD, PALM BEACH, MAR77N, ST LUCIE & INDL4N' RWER COUNTIES
ASCE 7-10 / WIND E ■ L.C.
STORM PANELS; & ACCORDION S DRAWN BY
_ RISK CAT. # BLDGS 08109117
C� O ape. WIND PRESSURE CHART DATE
TILLIT TESTING Or ENGINEERING COMPANY BASIC WIND SPEED = 170.85 mph 17- 194
6JS6 NW..T R. S = VWGW°A &RDE M, R W166 EXPOSURE D, Kd = 0
Phone :. (J J01-1WO . F"': (JOS)m-16J1 - DRAWING No
EB-0006719 m W. °tea" aTr �: m I "Tr
WALTER A -PLEAT Jr. RE 1 = 1J-1m 71 J-- SHEET i OF 1
. FTORIDA He. ? 44167 . e e