HomeMy WebLinkAboutWIND PRESSURE CHARTf
9
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BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS
RESIDENTIAL--AP-ARTMEN-T-BUILDINGS-8c COMME-R�-IAL-BOIL-DINGS-(RETAIL,-WI-IOL-ESAtE)
CONCEh. CONCEALED FASTENERSHEENi .
METh6 ARE THE RESPONSIBILITY OF -
- - - -- - - - -- CONTRA6CONTRACMR OF RECORD
RECEIVED
. Lucie County, Permitting
PEAK
ROOF
Lrx LESS THAN 7'-9"
L- GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
Lr: GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
'If-UL7I
A."
-ULTLpATE--A-SD.
ULTIMATE
-
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
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
107.6
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
67.1
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
46.4
97.4
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
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'
97.3
58.4
130.3 1
78.2
92.9
55.7
121.5
72.9
87.2
52.3
109.9
65.9
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S F j FOR ASCE 7- f 0 - PEAK ROOF HEIGHT O.MTER THAN 60 FEET
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
Lxr LESS THAN 12-3"
Lxx 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
A.S.D.
> 60' - 70'
91.5
54.9
16Z7
100.E
84.3
50.6
148.4
89.0
> 70' - 80'
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91.1
> 80' - 90'
95.6
57.4
175.2
105.1
88.0
52.8
155.0
93.0
> 90' - 100'
97.3
58.4
178.4
107.4
89.7
53.8
157.9
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
571
167.4
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
97.3
58.4
171.3
102.8
(> 160' - 1801
107.8
64.7 y
197.6
( 118.6
99.3
59.6
174.9
104.9
> 880''-zoo'
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'
117.8
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350'
121.0
72.6
221.9
133. 1
111.5
66.9
196.3
117.8
> 350' - 400'
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'
128.8
77.3
236.1
141.7
118.6
71.2
208.9
125.3
NOTES:
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 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 /F 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 SCHEDULE17AKE OFF SHEET, ETC.).
'!,� .S7P� a.•hN
ST. LUCIE CJUN'' i I nL'�ILDI` �+�
ItENrIER'ED FOR L G
UVIENED B
DATE T MUST BE KEPT ON JOB
PLANS AND
0 NO INSPECTION WILL BE MADE.
O
•°•p000Nst .000•°O0
06.
Noe 44i �7
e
0
STAB ®F
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO -ANY CORRECTIONS -- --
REQUIRED -BY FIELD INSPECTORS THAT
tAAY BE NECESSARY IN ORDER TO
'flYPLY WITH ALL APPLICABLE CODES.
INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDMONS
AND FOR ALL ROOF
SLOPES.
* * L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
�F * PRODUCTS WHICH BEAR A
MIAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
P?00 f a� (Fl 1
NNF.D
my
_fit Luate ( our
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
rL E obe.
TILUT TESTING & ENGINEERING COMPANY
6355 N.W. 36th. SL, Ste. 305, V/RGINIA GARDENS, R. 3316t
Phone (305)871-1530 . Fox : (305)871-1531
EB-0006719
WALTER A TILLIT Jr. P.E.
FLORIDA LTc..4 44167
ASCE 7-10 / WIND PRESSURE CHART
STORM PANELS ACCORDIQh(AHAMA SHUTTERS ***
I WIND PRESSURE CHART
BASIC WIND SPEED = 170 mph
EXPOSURE D, Kd = 0.85
DESCkMON
11D 15-188
L.C.
DRAWN BY
08109117
DATE
17-194
DRAWING No
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