HomeMy WebLinkAboutPROJECT INFORMATIONRE':IIL
DATE
NO
BUILDING'S PEAK ROOF HEIGHT a DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (& IF.) FOR A= 7 10 P ie ROOF HEIGHT MM THM OR EQUAL TO 60 cccr �
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
-- n !1 -7
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COjyFP}7LjNCE
BE KEPT ON JOB OR
ECTION WILL BE MADE
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
POSITNE
NEGATIVE
POSmVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
ASD.
ULTIMATE
A.S.O.
ULTIMATE
ASD.
ULTIMATE
A.S.D.ULTINAlE
AS0.
ULTIMATE
A.S.D.
0' - 15,
76.4
45.8
102.4
61.4
73.0
43.8
95.5
5Z3
68.5
47.1
86.4
51.8
> f5'-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
67. 1
79.8
47.9
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-30'
86.2
SILT
175.5
69.3
82.4
49.4
1OZ7
64.6
773
46.4
974
58.4
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
1 t 7.7
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
BUILDING'S PEAK
ROOF HEIGHT
DESIGN
yj
WIND PRESSURE FOR COMMENTS & CLADDING MS F-) FOR ASCE 7 10 PEAK ROOF HEIGHT MATCR THAN rn FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
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CONTRACTOR OF RECORD
MAR 0 2 2018
IST Lucie County Permitting I -
PEAK
ROOF
L*+ LESS THAN 12-3"
L- GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSO/VE
NfGA77VE
(h)
ULTIMATE
A.SD.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULT/MATE
A.S.D.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
148.4
89.0
> 70' - 60'
93.6
56.2
171.6
103.0
862
51.7
151.9
91.1
> -
95.6
57.4
175.2
Hi
52.8
155.0
93.0
-90' - foD'
97.3
58.4
178.
1074
89.7
53.8
7579
94.7
> 105' - 120'
100.5
184.2
92.5
55.5
163.0
97.8
> 1zo' - 1aD'
103.2
61.9
189.2
113.5
95.1
57.1
1674
100.4
> 1ao' - 160'
705.6
63.4
193.E
716.2
9Z3
58.4
171.3
102.8
> 160' - 180'
10Z8
64.7
1976
118.6
99.3
59.6
174.9
104.9
- 200'
109.8
65.9
201.3
120.8
101. 1
60.7
778.1
106.9
- 250'
1 14. 1
68.5
209.2
125.5
105.2
63.1
185.1
111.1
- 300'
11 Z8
7a 1
216.0
129.E
108.5
65. 1
191.1
114.7
- 350'
V450'
121.0
726
221.9
133. 1
f 11.5
66.9
196.3
177.8
a00'
_123.9
_74.3_
22Z 1_
136.3
114.1
68.5
200.9
120.5
- 450'
126.4
-75.-8 -
331.-8 -
139.1
- f76.5-
-69:9 -
205:1
123.1
- 500'
128.8
77.3
236.1
141.7
118.6
71.2
208.9
125.3
NO
I.) THIS CERTIFIED SIGNED AND SEALED WAD 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 77ME BUILDING PERMIT.
3.) CONTR4CTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND ASO. 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 SCHEDULE17XKE OFF SHEET, ETC).
too I R Uhl..
y�17 Mop-ENSIV % .'.
No.44157 =
_gAlEOF-
INDICATED 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
MLAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
/p
P40pf �S (�
41
2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS; ACCORDION & B4H4W SHU17D;6 *** DRAWN BY
RISK CAT. Il B/DGS 08109117
L E C: O t w c. WIND PRESSURE CHART DATE
T TEBANG At ENGINEERING CQYPANY B45IC WIND SPEED = 170 mph
EXPOSURE D, Kd - 17- 194
'W..T5M. 5SGG,, Sfe. W, N.4GIi1G GIROEIt� R 3J166 - 0.85
liww : (JOS)4 EBTAG . Fm : (.ffiJtni-ISJ1 DRAWING No
EB-0006719 A[Y. x, pCiff/law mrt An. x.I mu
WALTER A TILLIT Jr. P.E. 1 c IS-1w 71 J SHEET 1 OF I FLORIDA U'c. 0 4 w