HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & OADDING (P S F ) FOR AME 7 f 0 PEAK ROOF hWMHT LM THAM OR EQUAL TO 60 FEET �r
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PFjj(
ROOF
I' Cf55 THAN 7'-9'
L" GREATER OR EQUAL THAN 7'-9'-AND
LESS THAN 12'-3"
Cam' GRT.
GREATER OR EQUAL THAN IT'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
PITS/TIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.SD.
D' - 15'
76.4
45.8
702.4
61.4
73.0
43.8
95.5
57.3
68.5
41.1
86.4
51.8
> 15'-20'
80.4
48.2
IN 6
64.6
76.8
46.1
100.4
1 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
1 62.6
74.8
44.9
94.4
56.6
86.2
51.7
115.5
69.3
82.4
49.4
'107.7
64.6
773
46.4
97.4
58.4
> 30'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.5
81.2
48.7
102.4
67.4
> 40'-50'
94.3
56,6
J26.2
75.7
90.0
54.0
117.7
70.6
84.4
50.6
706.5
63.9
> 50'-60'
97.3
58.4
130.3
78.2
92.9
55.7
121.5
72.9
872
52.3
109.9
65.9
SCANNED
BY
St. Lucie Countv
BUILDIHG'S PEAK ROOF HEIGHT vs DESICH W/ND PR sS RE FOR COMPONENTS & G ADD/NG (P.SF.) FOR ASGE 7 10 PEAK RDOF HELrH rRcerFR rueM an ccFrae
BASIC WIND SPEED:.= 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L" LESS THAN'12-3'
L-' GREATER OR EQUAL THAN 12'-3"
HEIGHT
QOS/TIVE -
NEGATIVE -
Posaw
NEGATIVE
(h)
UL77MATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A .S.D.
' ULTIMATE
r ASO.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
1 148.4
89.0
> 70' - 80'
> 80' - 90'
93.6
95.6
56.2
574
171.6
175.2
103.0
105.1
86.2
86.0
51.7
52.8
151.9
1155.0
91. 1
93.0
> 90' - Too'
973
58.4
178.4
107.4
89.7
53.8 -
1579
94.7
>
100.5
5Q4,
184.2
92.5
55.5
163.0
97.8
> 120' - 140'
103.2 1
61.9
189.2
113.5
95.1
57. 1
167.4
100.4
- I60'
105.6
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 150'
1078
64.7
79T.6
118.6
99.3
59.6 -
774.9
104.9
> 160' - 200'
109.6
65.9
201. 3.-
120.8
10.1.1 _
60.7
1.78.1
'- 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
714.7
> 300' - 350'
121.0
72.6
221.9
133. 1
111.5
66.9
196.3
7178
> 350' - 400'
123.9
74.3
2271
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
77 3
236. 1
141.7
1 18.6 1
71.2
208.9
125.3
NO
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 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 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 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 CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATEDON A SEPARATE DOCUMEM' PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
This is Not A Master Drawing.
Valid Only For One Time Permit
APR 12 2012
PERMrr'ri,;G
St. Lucie County, FL
* 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.
** PRODUCTS WHICH BEAR A
MM.MI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
QRoc Gv\l
2014 (51h EDITION) FLORIDA BUILDING CODE - SROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS ACCORDION & B4 AW SHUT7ERS "' SCALE
RISK 04T. lI BLOGS 0611 V15
L E C O I N c. WIND PRESSURE CHART DATE
T Y£ST/NG R ENGINEER/NG COMPANY BASIC WIND SPEED = 170 mph
.W. e61k st st. 3as, w,x+Nu uanws n. AH56 EXPOSURE D, Kd = 0.85. 15- 188
nano :' (J0.5)9 EB-00 DRAWING No
®-0006719 ^F'� "'� or3�v»ar as xtv. ro nexmvtron vrs
WALTER A. T/LUT Jr. P.E. aA 11-1n 7I 3
FLORIDA Uc. _ IT44167 .. m rnn. _ SHEET 7 OF i