HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIM WIND PRESSURE FOR COMPONENTS A CLADDING (P S.F.) FOR ASCE 7- I PEAK ROOF HMgT LESS THAN OR EQUAL TO 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY N BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L•' LESS THAN 7'-9"
L" GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
L" GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGA77VE
P05MVE
NEG477VE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
UL77W If
A.S.D.
UL77MATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
0' - 15'
76.4
45.8
102.4
61.4
730
43.8
95.5
573
68.5
41. 1
1 85.4
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
671
79.8
47.9
104.4
62.6
74.8
44.9
1 94.4
56.6
> 25'-30'
86.2
51.7
115.5
69.3
82.4
49.4
1077
64.6
77.3
46.4
97.4
58.4
> JO'-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
70.6
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
523
109.9
65.9
SCANNED
BY
St. Lucie County
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A• CLADDING (P.S.F,) FOR ASCE 7 10 PEAK ROOF H IGHE GREATER MAN 60 rcrT at
BASIC WIND. SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L" LESS THAN 12-3'
L•' GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATVE
(h)
U1.77MA7£
A.S.O.
ULTIMATE
A.S.O.
UL77MATE
A.S.D.
UL77MATE
A.S.D.
> 60' - 70'
91.5
54.9
1677
100.6
84.3
50.6
148.4
89.0
> 70' - do,
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91.1
> 60' - 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
107.4
89.7
53.8
157.9
1 94.7
> l00' -
100.5
6
184.2
92.5
55.5
1630
97.8
72D' - 14
103.
61.9
189.2
113.5
5.1
57.1
167.4
100.4
- 160'
105.E
.4
193.6
97.3
58.4
171.3
102.8
> 160' - 160'
107.6
64.7
197.6
118.6
99.3
59.6
174.9
104.9
- 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
1178
> J50' - 400'
123.9
74.3
227.1
136.3
114.1
68.5
200.9
120.5
> 4Da' - 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
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 84S/C W/ND SPEED OF 170 MPH, AND
APPLICABLE RISK C47EGORY BUILDING & EXPOSURES /S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORA4477ON FOR A SUE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY 7H/S ENGINEER 1F USED TO OBTAIN A ONE AME 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 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 (e.g.. SPREADSHEET, OPENING SCHEDULF7TAKE OFF SHEET, ETC.).
FILE
ST. LUCIE I.OTJNTIP BUILDING DIVISION
REVIEWED FOR C i fA F
REVIv`Rr6D Y
DATE ` ;9 1 1
PLANS A16M IFERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND 1117ERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES
*:k L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BNOE LENGTH OR BA/AMA
SHURER HEIGHT.
PRODUC75 W141CH BEAR A
M/AMl-OADE COUNTY OR A
STATE OF FLORIDA APPROVAL
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2014 (5th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS, ACCORDION & BALOMq SHUTTDRS SCALE
RISK CAT. 1/ BLDGS G6/t 1 115
L E C C uc. WIND PRESSURE CHART DATE
T TESTING & ENGINEERING COMPANY 84S/C WIND SPEED = 170 mph
W. J6M sef'SYd JW.. YIIt6YNp WIZVE A, R M166 EXPOSURE D, Kd = 0.85 15- 188
Ina : (J0.5pJr-ISJO . I.
(J0.5J8T1-I6J1
f- SMI. I.
xw.. N. 1 mm r¢y, w btsaanrnex mw DRAWING No
WALTER A. 77LUT Jr. P.E. r 1 mI If-m
FLORIDA Ue. IF 44167 1 1 3 • mrevnrs ns • I SHEET 1 OF 1