HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HE6,", vs DESIGN END PR RE FOR COMPONENTS $ C ADDIN 1P S ) FOR ASCE 7 W Per RnnF HEIG Lr L E%S rHAN nR EOUAL To 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
I- 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
posIUVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
ULTMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
15'
76.4
45.8
102.4
61.4
73.0
1 43.8
95.5
573
68.5
1 41.1
86.4 -
51.8
> 15'-20'
80.4
48.2
107.6
64.5
76.8
46.1
100.4
60.2
72.0
43.2
90.8
54.5
> 20'-25'
83.6
502
111.9
67.1
79.8
47.9
104.4
62.6
74.8
44.9
94.4
56.6
>
86.2
5
115.5
6
82.4
49.4
1077
64.6
77.3
46.4
97.4
58.4
> 3o'-4D'
90.7
54.4
121.486.6
52.0
113.3
68.0
81.2
48.7
702.4
61.4
> 0 -50'
94.3
56.6
126.2
75.7
90.0
54.0
11 .7
70.6
84.4
50.6
106.5
63.9
> 50'-60'
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
87.2
52.3 -
109.9
65.9
-wy
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND MssuRE FOR COMPONENTS & cLADDING (P S FS) F70R ASCE 7 10 PEAK ROOF HEWHr ogumv rHAN 60 FFFr *
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L' LESS THAN 12-3`
L' GREATER OR EQUAL THAN 12'-3`
HEIGHT
POSITIVE
NEGA77VE
- - POSITIVE
NEG47/VE'
(h)
ULTIMATE
A.S.D.
ULTMATE
A.S.D.
ULTIMATE
A.S.D.
ULTMATE
A.S.D.
> 60' - 70'
167.7
100.E
84.3
50.6
148.4
89.0
> 70' - 80'
171.6
103.0
86.2
51.7
151.9
91.1
> 80' - 90'
175.2
105.1
88.0
52.8
155.0
93.0
> 9o, - Too'
178.4
107.4
89.7
53.8
157.9
94.7
> 100' - 120'184.2
M73
164..719
110.5
92.5
55.5
163.0
978
> 120' - 140'189.2
113.5
95.1
571
167.4
100.4
> 140' - 160'193.6
J16.2
973
58.4
L71.3
102.8
> 160' - 180'7.6
118.6
99.3
1 59.6
174.9
104.9
> 180' - 200'
f09.8
65.9
201.3
120.8
101.1
60.7
778.1
106.9
> 200' - 250'
1 14. J
68.5
209.2
125.5
105.2
63.1
185.1
711.1
> 250' - 300'
117.8
70.1
216.0
129.6
108.5
65.1
191.1
> 300' 1 35W
121.0
72.6
221.9
133.1
111.5
66.9
196.3
> 350' - 400'
123.9
74.3
227.1
136.3
114.1
68.5
200.9
> 400' - 450'
126.4
75.8
231.8
139.1
116.5
69.9
205.1
]j12J.1
> 450' -- 500'
128.8
773
236.7
141.7
118.6
71.2
208.9
NOTES
1.) THIS CER77FIED 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 LIME BUILDING PERMIT.
3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENETIC WIND LOAD CHART.
WIND PRESSURES ARE UL77M47E 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 WMD LOADCHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
6GANNED
BY
St. Lude County
This is Not A Master Drawing.
Valid Only For One Time Permit,
APR 12 2017
PERMITTING
St. Lucie County, FL
�V INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITONS
AND FOR ALL ROOF
SLOPES.
* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BANANA
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
MMMI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
P10p
�EtG�j
2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N, ST. LUCIE & INDIAN RIVER COUNT/ES
L E C O . N . .
TILLIT TESTING & ENGINEERING COMPANY
sJss N.W. J6tA SL s Jos. w7rGiNu G4RDVA B. M168
Phana : (JRJ8]1-i5J0 . Foy : IJ 5)871-ISI
EB-0006719
WALTER A. TILLIT Jr. P.E.
FLORIDA U'c. f 44167
ASCE 7-10 / WIND PRESSURE CHART
STORM PANELS, ACCORDION & BAHA44 SHUTTERS *xx
AS SHOWN
SCALE
RISK CAT. l/ BLOCS
0611 V15
DATE
WIND PRESSURE CHART
BASIC WIND SPEED = 170 mph
'EXPOSURE D, Kd = 0.85
15- 188
DRAWING No
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