HomeMy WebLinkAboutPROJECT INFORMATIONBASIC WIND SPEED = 770 mph RISK CATEGORY I/ B
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS
7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60
WHOLESALE) THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
ACOUIRED'BY FIEW INSPECTORS THAT
WY BE NECESSARY IN ORDER TO
COIWPLY WITH ALL APPLICAM CODES.
PEAK
ROOF
L•• LESS THAN 7'-9`
L•• GREATER OR EQUAL THAN 7'-9- AND
LESS THAN 12'-3'
I- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POS/AVE
NEGATIVE
POSNIVf
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
0' - 15'
76.4
45.8
702.4
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
67.7
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
1077
64.6
773
46.4
97.4
58.4
> 3O'-a0'
90.7
54.4
121.4
72.8
86.6
52.0
773.3
68.0
87.2
48.7
f02.4
67.4
> a0'-50'
94.3
56.6
126.2
75.7
90.0
54.0
1777
70.6
84.4
50.6
106.5
63.9
> 50'-s0'
97.3
58.4
130.3
78.2
92.9
55.7
121,5
72.9
872
52.3
109.9
65.9
SGANNED
BY
St. Lucie County
OWDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PS.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 F£ET k
BASIC WIND SPEED = 170 mph RISK CATEGORY N BUILDINGS .
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
OIECEZV� B
MAY 2 2 7019
ST. Lucie County, Permitting
PEAKI-
ROOF
LESS THAN 12-3'
1- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSmVE
NEGATIVE
PoSR/VE
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
100.6
84.3
50.6
748.4
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' -
97.3
178.4
107.4
1 89.7
53.8
1579
94.7
100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
9Z8
> 120 - 140'
103.2
189.2
113.5
95.1
5Z 1
167.4
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
> 160' - 180'
IOZ8
64.7
1976
118.6
99.3
59.6
174.9
104.9
> 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' - J00'
1 l Z8
70.1
216.0
129.6
108.5
65.1
191.'
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
22Z 1
136.3
114.1
68.5
200.9
120.5
> 400' - 450'
126.4
1 75.8
231.8
139. 1
1 116.5
69.9
1 205.1
1 123.1
> 450' - 500'
128.8
1 77.3
236. 1
141.7
1 118.6
71.2
1 208.9
1 125.3
1'l2TES
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
APPUC48LE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON 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 IF ALTERED BY ANY MEANS.
5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERM1T HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPAP47E DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC).
is
0.441
71-L77Z5
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLI CF,
DATE
MUST BE KEPT ON 40B OR
NO INSPECTION WILL 13E MADE
* 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
MWAI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
Q10, GVkj IFS J
:;;;D FASTENERS OR A 1IACHii A
ARi I H RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND/AN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS; ACCORDION & BANANA SHUTTERS +`r* DRAWN BY
RISK CAT. 1/ BLDGS 08109117
TL ET C O WIND PRESSURE CHART DATE
r TESTING & ENG/NEER/NQ COMPANY BASIC WIND SPEED = 170 mph 17- 194
A ". Se. Sb = nxewu crenOrx D. 33rae EXPOSURE D, Kd = 0.85
ham : (305)871-ISJO . F.: (JW)871-I531 DRAWING N.
EB-0006719 '. M °B�°0N drz m. & � onr
WALTER A 77LUr Jr. P.E. r wa 15-tea /i 3
FL40RIDA Lie. d 44167 : 4 SHEET 1 OF i