HomeMy WebLinkAboutPROJECT INFORMATIONRIIII DING'S PEAK ROOF HEIGHT Ys DESIGN WINO PRFSSIIPF FOR COMPONENT-S .F CLADDING (&SX.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET aK
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS -
RESID£NRAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L- LESS THAN 7'-9"
N' GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12•-3•
Lvv GREATER OR EQUAL THAN 12 -3'
HEIGHT
POSITIVE
NEGATIVE
POSIT"
NEGATIVE
POSITIVE
NEGATIVE
A)
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
ULTIMA7E
A.S.D.
ULTIMATE
. A.S.O.
ULTIMATE
A.S.D.
0' - 15'
7 ..4
45.8
102.4
61.4
730
43.8
95.5
573
68.5
41.1
86.4
51.8
> 15'-20'
60.4
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-
EIZ I
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
1077
64.6
773
46.4
97q
58.4>
3o'-40'
90.7
54.4
121.4
72.8
86.6
1133
68.0
81.2
48.7102.461.4>
40'-50'
94.3
56.6
126.2
75.7
90.0
L
117.7
70.6
84.4
50.6
ID->
50' 60'
97.3
58.4
13O.J
78.,2
92.9
121.5
72.9
87.2
52.3
f09.9
65.9
SCANNED
BY
St. Lucie County
BU!TDING_S PEAK ROOF HEIGHT ac DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROVE HEIGHT GREATER THAN 60 FEETak
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L- LESS THAN 12-3'
Lr* GREATER OR EQUAL TITAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
> 60' - 70'
91.5
1 54.9
1677
100.6
84.3 -
50.6
148.4
89.0
> 70' - 80'
93.6
56.2
171.6
703.0
86.2
51.7
151.9
91.1
> 80' - 9o,
95.6
574
175.2
105.1
68.0
52.8
' 155.0
93.0
> 90' - Too'
973
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
57.1
167.4
100.4
> 140' -
105.6
1936
973
58.4
171.3
102.8
S160' - 18 '
107.8
64.7
197.E
118.6
99.3
59.6
174.9
104.9
> 160 - 200'
109.8
65.9
20 I.3
.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
> 3OO' - 350,
121.0
72.6
221.9
133.1
111.5
66.9
196.3
1178
> 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
128.8
77.3 1
236.1
141.7
118.6
71.2
208.9
125.3
0
NOTEM
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS EN67NEER, BASED 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 TIME BUILDING PERMIT
3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC NAND 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 SMALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR FERMAT HOLDER Ile.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
5T. LQ ICO O BUILDING DIVISION
* WD/CATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES
* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BTAOE LENGTH OR ERHAMA
SHUTTER HECHT.
aX** PRODUCTS WHICH BEAR A
MTAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
REVIEWED FOR C idf�LIAL�ICE
REVIEWED BY
DATE I A- " rl
PLANS AMIFERNUT MUST BE SbMC ON JOB
OR NO INSPECTION NVILL BE MADE,
PE 1�00 (�
AE�GOA
IIIIIIT- PL Il _ '''I
�Q� VCENgF ;`��
t; COR ID
S�droAL ♦rr�,11t't
2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, Sr. LUCIE & IND14N RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART' AS SHOWN
STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** SCALE
RISK CAT. It BLOCS - 06111115
L E C O I N c. WIND PRESSURE CHART DATE
ITLUT TESTING R ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
6SS6 NW. S A A. Stn J0.6. LWG6IW GWOM R M166 EXPOSURE D. Kd = 0.85 15- 188
Phan*: (.ID61871-l6J0 . Far : (=D871-1531 DRAWING No
EB-0006719 °� ParlrPrrcw art M. x, oeioaPnax as
WALTER A TILL? Jr. P.E. r it -in P21/7-1 a - -
FLORIDA U. F 44167 + s * _ _ SHEET I OF 1