HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOf HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.Fj FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOVAL TO 60 FEET k
BASIC WIND SPEED = 770 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
SCANNED
BY
St, Lucie County
PEAK
ROOF
L!* LESS THAN T-9'
L- GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
LI- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
PoS/1/VE
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
102.4
61.4
73.0
43.8
95.5
573
68.5
1 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
671
79.8
47.9
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-sO'
86.2
51.7
115.5
69.3
82.4
49.4
107.7
64.6
773
46.4
974
58.4
> 3o'-ao'
90.7
54.4
127.4
72.8
86.6
52.0
113.3
68.0
81.2
48.7
102.4
61.4
> a0'-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'
973
58.4
130.3
78.2
92.9
55.7
1 121.5
72.9
872,
52.3
109.9
65.9
4JRLDING'S 'PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET aK
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
IDENTIAL, APARTMENT BUILDINGS &COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
I LE %,,f 0 P
ST. MCI y BR., G DIVISION
REVIEWED FOR Mw' IAP3CE
REVIEWED BY_
DATE �s - 17 '- is:
PLANS ALMJ FERMIT A07ST BE faPT ON JOB
OR NO INSPECTION WML BE MADE.
PIAK
ROOF
I- LESS THAN 12-3'
L- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATEJ11O..5
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
1677
50.6
148.4
89.0
> 70' - BO'
93.6
56.2
171.6
51.7
151.9
91.1
> 80' - 90'
95.6
57.4
175.252.8
r92.5
155.0
93.0
> 90' - 0O'
97.3
58.4
178.453.8
1579
94.7
> 00' - 120'
100.
60.3
184.
55.5
163.0
978
> 120' - ta0'
703.2
61.9
189.2571
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
> 160, - 180'
1078
64.7
1976
118.6
99.3
59.6
174.9
104.9
> t8O' - 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
1178
70.7
216.0
129.6
108.5
65.1
191.1
114.7
121.0
72.5
221.9
133. 1
711.5
66.9
196.3
1178
123.9 1
74.3
1 227.1
136.3
114.1
68.5
200.9
120.5
126.4 1
75.8
1 231.8
139.1
1 116.5
69.9
205.1
123.1
128.8 1
773
1 236.1
141.7
118.E
71.2
208.9
125.3
NO
1.) THIS CERDF/ED 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 PRONDE 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.) CONTRACTOR OR PERM1T HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND. PRESSURE BASED ON 7H/S GENERIC WIND LOAD CHART.
WMD PRESSURES ARE ULTIMATE AND ASO. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS.
5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPAR47E DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC.).
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
�c L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
M/AMI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
PE pf o i
0 GV\l
41
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANEL-S ACCORDION & B41-104 SHUTTERS *** DRAWN BY
_ RISK CAT. II BLDGS 08109117
IL EC0INC.
WIND PRESSURE CHART DATE
T TESTING & ENGINEERING GDNPANY BASIC WIND SPEED = 170 mph 17-1s i
W. JMh a. B JBS, y W GIRDDM A M166 EXPOSURE D, Kd = 0.85
bane : (J05)B]I-IB,JO . f : (JDW)B71-16J1 DRAWING No
EB-0006719 m. "° ° • arz Rsv. ft Dsscavmx art
WALTER A TLL/T Jr. P.E. r o1D 15-186 /r J SHEET 1 OF 7
FLORIDA L/c. B 4416] 2