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BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASCE 1-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
b+ LESS THAN T-9'
L" GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
L** GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSIRVE
NEGATIVE
POS/RVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
UL77MATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
LILT/MATE
A,S.D.
ULTIMATE
A.S.D.
d -
76.4
7 458
102.4
61.
73.0
43.8
95.5
57.3
68.5
1 41.1
86.4
51.8
> 15'-20'
80.4
48.2
107.6
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'-30'
86.2
51.7
115.5
69.3
82.4
49.4
107.7
64.6
773
46.4
974
58.4
> 30'-40'
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
70.5
84.4
50.6
106.5
63.9
973
58.4
130.3
78. 2
92.9
55.7
121.5
72.9
87.2
52.3
f09.9
65.9
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PSF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET
BASIC WIND SPEED = 170 mph RISK CATEGORY // BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
MAR 2 7 7018
ST. Lucie
PEAK
ROOF
L** LESS THAN 12-3`
L" GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
UL77MATE
A.S.D.
ULTIMATE
A.S.O.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
148.4
89.0
> 70' - 80'
93.5
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
> 90' - 100'
97.3
58.4
178.4
1074
89.7
53.8
1579
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 120' - 140'1
103.2
61.9
1 189.2
113.5
95.1
57. 1
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 180'
1078
64.7
1976
118.6
99.3
59.6
174.9
104.9
> 150' - 200'
109.8
65.9
201.3
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' - 300'
117.8
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350'
121.0
72.6
221.9
133.1
111.5
66.9
196.3
117.8
-> 350'-= 40O'-.
'�P23.9-
- 74..3=
-227'7-
t363=
-1Ek4c7r
-68:5�
00
=720:5
> 450'
126.4
75.8
231.8
139.1
116.5
69.9
205.1
123. 1
> 450' - soo'
128.8
773
236. 1
141.7
118.E
71.2
208.9
125.3
NOTES:
1.) THIS CER77RED 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 INFORAM77ON 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 PERMIT.
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 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 WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (ag., SPREADSHEET. OPENING SCHEDULEIVKE OFF SHEET, ETC.).
/ T63 - G 9f
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIA CE
REVIEWED BY
DATE /
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
If-
L
INDIC47ED 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 BAWW
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
OWI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
PE pf l�
0 GO
o�p._�_�
�' tENS'
�• 44167 : *
AN-
2017 (6ih EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUC115 & INDAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANEL. ACCORDION & BN- M SHUTTERS *** DRAWN BY
RISK GAT. 11 SLOGS 08109117
IL E C O INC. WIND PRESSURE CHART DATE
jr TESTING & ENGINEERING CGAIPANY BASIC WIND SPEED = 170 mph
N.W. J60. GI. SYe. JOS. VIROWN GM D. JJI66
EXPOSURE A Kd = 0.85 17- 194
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RECEIVED
MAR 2 7 2018
ST. Lucie County, Permitting
Covered Patio
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David VanDerflier
Residence