HomeMy WebLinkAboutPROJECT INFORMATION'f .R
BUILDING'S PEAK ROOF HEIGHT Ms DESIGN WIND PRESSURE FOR COMPONENTS & C ADDIM (&SF,) FOR ASCE 7 10 P 4K ROOF HEM LIM INAN OR EDUAL TO 60 cccr
BASIC WIND SPEED = 170 mph RISK CATEGORY U BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
R
ROOF
I- LESS THAN 7'-9"
C" GREATER OR EQUAL TITAN 7'-9' AND
LESS THAN 12'-3'
++
L GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSMME
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
0' - 15,
76.4
45.8
!02.4
61.4
73.0
43.8
95.5
573
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
104.4L64.
74.8
44.9
94.4
56.6
> 25'-3D'
86.2
51.7
115.5
69.3
82.4
49.4
107.7
77.3
46.4
97.4
58.4
> 30'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
81.2
48.7
102.4
61.4
aD'-so'94.3
56.6
126.2
75.7
90.0
54.0
117.7
84.4
50.6
106.5
63.9
> 50'-60'
97.3
58.4
130.3
78.2
92.9
55.7
121.5
872
1 52.3
l09.9
65.9
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
* 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
M/AMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUKDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLOD= (P S F) FOR ASCE 7 f 0 PEAK ROOF HEIGHT G ®TER TMAM L:n FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
MAR 0 2 318
ST. Lucie County, Permitting
PEAK
ROOF
I- LESS THAN 12-3'
1' 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.SD.
> 60' - 70'
91.5
54.9
167.7
100.6
B4.3
1 50.6
148.4
89.0
> 70' - 80'
--go.
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91.1
> RO'
95.6
57.4
175.2
105.1
88.0
52.8
155"0
93.0
> 90' - 100'
1 973
58.4
178.4
107.4
89.7
53.8
157.9
94.7
> 100' - D'
100.5
60.3
184.2
92.5
55.5
163.0
97.8
120' - 140'
f03.2
61.9
189.
113.5
95.1
571
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 180,
107.8
64.7
197.6
118.6
99.3
59.6
174.9
f 04.9
> 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' - 300'
717.8
70.7
216.0
129.6
108.5
65. 1
191.1
114.7
> 300' - 350'
721.0
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 - -
"--2051
- -123.1 -
> 450' - 500'
128.8
77.3
236.1
141.7
1 18.E
71.2 1
208.9
125.3
N07E5:
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, EASED 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 WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND ASD. 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 (a 9.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
- 007
ST, LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO 6U E
REVIEWED BY /
DATE /
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
?S" L0.l
�0Go
2017 (6th EDMON)"FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IN014N RIVER COUNT/ES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & B4h" SHUTTERS *** DRAWN BY
RISK GAT. II BLDG5 08109117
L E C Iwc. WIND PRESSURE CHART DAIF
LT TESTING ! ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17- l94
KW. abtA 51, 54. M& WlIs A G<RDE1A: R. Mies EXPOSURE D. Kd = 0.85
Plwne : (a IS71-1=. J : (=)6n-75a1 DRAWING No
W-0006719 ° "' 01'T m: "° uum na na
WALTER A TILL? Jr. P.F. 1 OLD la -lee /i a
FLORIDA Lie. Q 44167 1 SHEET 1 OF I