HomeMy WebLinkAboutPLANSz
P'
1
OUANNEL)
BY
St. Lucie Countv
LE 4 I--
a iro
MAR 17 2017
PERMITTING
St. Lucie County,, FL
BUILDING'S PEAK ROOF HEIGHT m DESIGN WIND PRESSURE FOR COMPONENTS & 9ADDING (PSF,) MR ASCE 7 f0 --PEAK ROOF HEIGHT Tccc THAN OR EQUAL TO sn FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY Il 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
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
0' - 15'
76.4
45.8
102.4
61.4
73.0
43.8
95.5
1 57.3
68.5
41.1
86.4
51.8
> JS'-20'
80.4
48.2
1076
64.6
76.8
46.1
100.4
60.2
72.0
I 43.2
90.8
54.5
> 20'-25'
83.6
50.2
111.9
67.7
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
107.7
64.6
77.3
j 46.4
97.4
58.4
> 30'-aD'
970
54.4
121.4
72.8
86.6
52.0
113.3
66.0
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
929
55.7
121.5
72.9
87.2
52.3
109.9
$5.9
oL;AIVNF_U
BY
St. Lucie Count,/
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F,) FOR ASCE 7 10 PEAK ROOF HFUCar GREATER THAN 60 cccT
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
POSITIVE
NEGATIVE -
POSITIVE NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
j
> 60' - 70'
91.5
54.9
1677
100.6
84.3
50.6
148.4
89.0
> -
93.6
56.2
17L6
103.0
86.2
51.7
151.9
r 911
> 80' - 90'
95.6
574
175.2
105.1
88.0
52.8
155.093.0
> 90' - 100'
973
58.4
178.4
1074
- 89.7
53:8
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
1 97.8
> 120' - 140'
103.2
61.9
189.2
173.5
95.1
571
167.4
1 100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
> 160' - 180'
107.8
64.7
197.6
11 & 6
99.3
59.6
174.9
704.9
> lBo' - 200'
109.8
65.9
201.3-
120.8
101. 1.
60.7
178.1 .'-
106.9
> 200' - 250'
114.1
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
> J00' - 350'
12.1.0
72.5
221.9
133.1
111.5
66.9
1 196.3
1778
> 350' - 400'
123.9
74.3
2271
136.3
174.7 -
68.5
120.5
> 400' - 450'
126.4
75.8
231.8
139.1
116.5
69.9
SO8.9
123.1
> 450' - 500'
128.8
77.3
236. 1
141.7
118.6
71.2
125.3
NO
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A 84SIC WIND SPEED OF 170 MPP, AND
APPUC48LE 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 INDICATED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/ AK£ OFF SHEET, ETC.).
This is Not A Masfer Drawing,
Valid Only For One Time Permit
RECr'`' IZ,D
MAR 17 2017
PERMITTING
St. Lucie County, FL
INDIC47ED 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
MUMI-OADE COUNTY OR A
STATE OF FLORIDA APPROVAL
PV,00GO
NEt
2014 (5(h EDB70N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RN£R COUNTIES
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS, ACCORDION & 84/A4LZ4 SHUTTERS ++' SCALE
RISK CAT. If BLDGS 0611 V15
L E C O� N c. WIND PRESSURE CHART DATE
T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
W. 36e1, SG(_Sfe. J0.; wIwIA Gw8 .. n.. M165 EXPOSURE D, Kd = 0-85 15-188
bone : (J0.6Io EB-00. : (JQ516Tr-t63t DRAWING No
EB-0006719 m: "�' ^n'«�' wte an. rw ursr�rma ua
WALTER A. 77LUT Jr. P.E. r wn n-tn n/rs a
FLORIDA LTc. If 44167 2 1 1 Cgq.RS/,s SHEET 1 OF 1