HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING (P S F,) FOR ASCE-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET aK
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAT(
ROOF
I- LESS THAN 7'-9•
L•• GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12-3"
I- GREATER OR EQUAL THAN f2'-3"
HEIGHT
POSITIVE
NEGATIVE
POSmVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
I A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
AMD.
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
432
90.8
54.5
> 20'-25'
83.6
50.2
111.9
671
79.8
479
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-30'
1 86.2
51.7
115.5
69.3
82.4
49.4
107.7
64.6
77.3
46.4
974
58.4
> 30'-ao'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.0
81.2
48.7
102.4
61.4
> 4o'-sD'
94.3
56.6
126.2
75.7
90.0
54.0
1177
70.6
84.4
50.6
f06.5
63.9
> 5D'-so'
97.3
5B.4
130.3
78.2
92.9
55.7
121.5
72.9
872
52.3
f 09.9
65.9
* 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
MAMI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A' CLADD/NG (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET k
BASIC WIND SPEED = 170 mph RISK CATEGORY # BUILDINGS
RESIDENTTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
SCANNED
BY
,t. Lucie County
FILE COPY
PEAK
ROOF
I- LESS THAN 12-3"
I- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
PUS ME
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
1677
100.6
84.3
50.6
748.4
89.0
> 70' - 80'
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91.1
> 80' - 90'
95.6
574
175.2
105.1
88.0
52.8
155.0
93.0
> 90' - 100'
973
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
978
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
57. 1
167.4
100.4
> f40' - 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
-..,r= 780
1078
4.
1976
- 1'18f6,�
99.3
59.6
174.9
104.9
180' - 200'
f09.8
63'9--
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
191.1
114.7
> 300' - 350'
121.0
72.5
227.9
133.1
111.5
66.9
196.3
117.8
> 350' - 400'
123.9
74.3
22Z 1
136.3
114.1
66.5
200.9
120.5
> 400' - a'5
T 26.4
75.8
231.8
139.1
116.5
69.9
205.1
123.1
> 450' - 500'
128.8
773
236.1
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 INFORM477ON FOR A SITE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER 1F USED TO OBTAIN A ONE 77ME 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 AS 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 SCREDULE17AKE OFF SHEET, ETC).
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2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARHN, ST. LUCIE & 1ND14N RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & BMW SHUTTERS +'•• DRAWN BY
RISK CAT !l BLDGS 08109117
L E C 0 INC. WIND PRESSURE CHART DATE
T TESTING & ENOINEER/ND COMPANY BASIC WIND SPEED = 170 mph
W. ]efR 5TNftGVRAS /i Sflfie
EXPOSURE D. Kd = 0.85 17- 194
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