HomeMy WebLinkAboutWIND PRESSURE CHART+ BUILDING'$ PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR A/PONENTS G/ADD/NG (P.SF,) fOR AmE 7 f0 P dK ROOF NE/GHT LESS ru.0 OR EQUAL O 60 FEET
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
O
q.
Op`,,Oc`_"-40'i4
r �C,OpS "a TOP
ZA3.1v
PEAK
ROOF
L** LESS THAN 7'-9"
L** GREATER OR EQUAL THAN 7'-9"-AND
LESS THAN 12'-3"
L'• GREATER OR EOUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSIiIVf
NEGATIVE
_- (h)_ _ _ _ _
..ULTIMATE-
- A.S.D.-.-
_ ULTIMATE-
--A.S.D.--
--ULTIMATE"
_ A_S.D._
=ULTIMATE-
DASD.=
-ULTIMATE-
- A:SD.�
-ULTIMATE_
'
764
102.4
73.0
43.8
95.5
573
68.5
41. 1
86.4
51.8
> 15'-20'
80.4
48.2
707.
64.6
76.8
46.1
100.4
60.2
72.0
43.2
90.8
54.5
> 20'-25'
83.6
117.9
.7
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
1077
64.6
773
46.4
g74
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
67.4
> 4a'-5o'
94.3
56.6
126.2
75.7
90.0
54.0
1177
70.6
14.4
50.6
106.5
63.9
> 50'-60'
973
58.4
130.3
78.2
929
55.7
121.5
72.9
872
52.3
109.9
65.9
* IND1047ED 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.
,TC AF PRODUC73 WHICH BEAR A
M/AMI-DAOE COUNTY OR A
STATE OF nORIDA APPROVAL
JL(LG'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPON NUS & CLADDING (P S F) FOR ASGE 7 10 PEAK ROOF HFJGHT MTER ruin an FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY
�� /IPP��IByy/U/ILDINGS
RESIDENTIAL, APARTMENT BUILDINGSCONCEAL& FASTc�ERSgA6I �I IHl�t1i61tlI��AIL, WHOLESALE)
RECEIVED
MAR 0 2 2018
ST. Lucie County, Permitting
14?Dz&- Oow
ST, LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO P ANCE
REVIEWED BY
DATE
PLANS AND PER IT
MUST BE KEPT ON J013 OR
NO INSPECTION WILL BE MADE
0
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
PEAK
ROOF
I- LESS THAN 12-3'
1- GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
AS .
ULTIMATE
FA.aD.
ULTIMATE
ASD.
ULTINA7E
A.S.D.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
148.4
89.0
> 70' - 80'
93.6
56.2
171.E
f03.0
86.2
57.7
757.�9
91.1
> aD' - 9a'
95.6
574
775.2
105. 1
88.0
528
155.0
93.0
> 90 - loo
973
58.4
178.4
1074
89.7
53.8
157.9
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
978
> 120' - r4o'
703.2
61.9
189.2
113.5
95.1
571
167.
100.4
> 140 - t60'
105.6
63.4
193.6
116.2
973
58.4
171..
102.8
> 160' - 180'
107.8
64.7
1976
118.6
99.3
59.6
174.9
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
1911.
114.7
121.0
72.6
221.9
133. 1
f 17.5
66.9
196.3
117.8
> 350' - 400'l
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
77.3
236.1 1
141.7 1
118.6 1
71.2 1
208.9
125.3
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, 84SED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND
APPLICABLE RISK C47EGORY 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 77ME BUILDING PERMIT.
3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE UL77MATE 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 /NDIr47ED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULCAAKE OFF SHEET, LTC.).
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Noo._44167
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2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & B4H4M4 SHUTTERS *** DRAWN BY
RISK CAT. 11 BLDGS 08/09/17
1L E C O INC. WIND PRESSURE CHART DATE
T TESANG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17_ � 94
W.SYe..To3. VMY,lW GIR09M a M166 EXPOSURE D, Xd = 0.85
nme : (Jo5)eJt-f6T0 . Far : (10)en-IMI DRAWING No
ES-0006719 m: "' ocwnu Mrz ev. ft I NX
WALTER A TILL? ✓F. P.E. f1 ow fs-fee p s
FLORIDA Lic. W 44167 s SHEET 1 OF 1