HomeMy WebLinkAboutBUILDING SCHEMATICSM&DING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.SF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 fEET ae
BASIC WIND SPEED = 170 mph RISK CATEGORY ll 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
NEGARVE
POSITIVE
NEGATIVE
(h)
ULT/MATE
A.S.D.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIMATE
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
573
68.5
41.1
86.4
51.8
> 15'-20'
80.4
48.2
1076
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
94.4
56.6
> 25'-30'
86.2
51.7
115.5
69.3
82.4
49.4
707.7
4.6
77.3
46.4
97.4
58.4
> 30'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
8.0
81.2
48.7
102.4
61.4
> 4o'-so'
94.3
56.6
126.2
75.7
90.0
54.0
117.7]7!0.6
84.4
50.6
106.5
63.9
> 50'-60'
97.3
58.4
130.3
78.2
92.9
55.7
121.5
2.9
872
52.3 1f09.9
65.9
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SCANNED
BY
St, Lucie County
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPON NTS & CLADDING (P S F.) FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENT/AL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L** LESS THAN 12-3"
1- GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
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
103.0
86.2
51.7
151.9
91.1
574
175.2
1 55.1-
88.0
52.8
155.0
93.0
> so' - Too'
97.3
58.4
178.4
IOTA
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
1 189.2
113.5
95.1
571
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
> 160, - 180'
1078
64.7
197.6
118.6
99.3
59.6
174.9
1 104.9
> 180' - 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'
1178
70.1
216.0
129.6
108.5
65. 1
91.1
114.7
> 300' - 350'1
121.0
72.6
221.9
133. 1
111.5
66.9
196.3
117.8
> 350' - 400'1
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'
1 128.8
773
236.7
1 141.7
118.6
71.2
208.9
125.3
N07E5:
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 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 ASO. 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 SCIIEDULE/TAKE OFF SHEET, ETC.).
504- oS/D
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMRL�NCE
REVIEWED BY JJJJ
DATE a
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
UZI \ 5;'P �� x
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES
K* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR 1141RU4
SHUTTER HEIGHT.
K** PRODUCTS WHICH BEAR A
MWMI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
e- �100FNj ��
NE
THESE t� ARE SUBJECT TO ANY CORRECTIONS NS AND ALL PROPOSED ORK
REQUIRED BY FIELD
0its
+0 6� :�..... �\ MAY BE NECESSARYIIPN ORDER TOTHAT
,� •• �ENSt �•'•.� COMPLY WITH ALL APPLICAOLE CODES.
2017 (6th ED/RON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & IND14N RIVER COUNT
ASCE 7-10 / WIND PRESSURE CHART Lc.
STORM PANEMA LS ACCORDION & B4WSHUTTERS *** DRAWN BY
IL ECOINC.
RISK CAT. ll BLDLS
WIND PRESSURE CHART
BASIC WIND SPEED = 170 mph
EXPOSURE D, Kd = 0.85
08109117
DATE
17-794
DRAWING No
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