HomeMy WebLinkAboutPROJECT INFORMATIONBUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASCE 7= f 0 PEAK ROOF HEIGHT LESS IMAM OR EQUAL TO IRO rrFT � r7
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
SCANNED
BY
St. Lucie County
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.S.O.
ULTIMATE
A.S.O.
ULTIMAI£
A.S.O.
UL77MATE
AS.D.
ULTIMATE
AS.D.
UL 77MAT£
A.S.D.
0' - 15,
76.4
45.8
102.4
61.4
73.0
43.8
95.5
57.3
68.5
41.1
86.4
51.8
> 15'-20'
80.4
48.2
f076
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
479
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-30'
86.2
51.7
115.5
59.3
82.4
49.4
1077
64.6
77.3
46.4
97.4
58.4
> 30'-40'
90.7
54.4
121.4
72.8
56.6
113.3
68.0
81.2
48.7
102.4
61.4
> 4D'-So'
94.3
56.6
126.2
75.7
90.0
L
117.7
70.6
84.4
50.6
J06.5
63.9
> 50'-60'
973
58.4
130.3
78.,2
92.9
121.5
72.9
87.2
52.3
109.9
65.9
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADOLNG (P S F) FOR ASCE 7 10 PEAK ROOF H I HE GREATER MAN aO FEU*
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
I- LESS THAN 12-3'
L- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGA77VE
(h)
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
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
103.0
86.2
51.7
151.9
91.1
>
95 66F58.4
175.2
88.0
52.8
155.0
93.0
s0, - ?Do'
97.3
778.
107.4
89.7
53.8
1579
94.7
> 100' - 120'
100.5184.2
92.5
55.5
163.0
978
> 120' - 140'
103.2
189.2
113.5
95.1
57. 1
167.4
100.4
> 140' - 160'
105.6
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 160'
107.8
64.7
197.6
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' - 30o'
117.8 170.1
276.0
129.6
108.5
65.1
191.1
114.7
> 300' - J50'
121.0
72.6
221.9M14l.'77
111.5
66.9
196.3
1178
> 350' - 400'
123.9
74.3
227.1114.1
68.5
200.9
120.5
> 40o' - 45o'
126.4
75.8
231.8116.5
69.9
205. 1
123.7
128.8
77.3
236.1118.6
77.2
208.9
125.3
1.) THIS CER77FIED SIGNED AND SEALED WINO LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND
APPUCABLE 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 70 OBTAIN A ONE TIME BUILDING PERMIT
.I) CONTRACTOR OR PERMIT HOLDER M BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE UL77M47E AND A.S.D. PRESSURES.
4.) THIS MAID LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS
5.) DESIGN WIND L04D 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/TAKE OFF SHEET, ETC.).
r
3T. LUC,'L UNTY1�pI 7�p
R,E� D FOR CgC7` J-EDIVISION
DATE
PLANS A1F zg MUST BE
OR NO vvsPECTIONPERMIT aB xrpr oNrOB
'VME MADE,
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
xG L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR 84HAW
SHUDER HEIGHT.
**:7C PRODUCTS WHICH BEAR A
M/AMI-DADS COUNTY OR A
STATE OF FLORT04 APPROVAL
PEP0f (FS pa
OG�t
/lo/''�ER A.
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'iPPllf.•r•
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 & BAHAMA SHUTTERS SCALE
RISK CAT. 11 BLDGS 0611 V15
L E C O I N C. WIND PRESSURE CHART OATE
77UJT TESTING & ENGINEERING COMPANY BASIC WIND SPEED - 170 mph
6J.66 N.W. J60 SL .Sfa JD6, WR NW GWDFX . B. M166 EXPOSURE D, Kd = 0.85 15-188
Phone : (J0.5)BTI-isle . Pv : (JQ6J6TI-i3J1 DRAWING No
E8-0006719 xev. x• arsunvnar as m: x. 6ese�rr6x wa
WALTER A. TILLIT Jr. P.E. 1 o`D rr-1n 11ps J _ _
FLORIDA U. 144167 2 1J . mwn¢ /1 . _ _ SHEET i OF 1