HomeMy WebLinkAboutPROJECT INFORMATIONR /LDIM'S PEAK ROOF HEIGHT vsy£SIGN WIND PRESSURE FOR COMPOI' - . M & CLADDING (P S F.) FOR ASCE 7- f 0 - PEAK ROOF HEIGHT LESS TNAN EQUAL TO 60 F Fr K
BASIC WIND SPEED = 170 mph RISK CATEGORY G BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLI ESALE)
SCANNFD
fit. Luce Co a� , Eft"
LL'GREATER
FILL Uvvy
PEAK
ROOF
L++ LESS THAN T-9'
OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
�
L- GREATER OR EQUAL THAN 12'-3"
BASIC WIND SPEED = 170 mph RISK CATEGORY l/ BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L- LESS THAN 12-3"
L** GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
UL77MATE
A.5.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
A.50.
> 60' - 70'
91.5
54.9
1677
100.6
84.3
50.6
148.4
89.0
> 70' - 80'
93.5
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
755.0
93.0
> 90' - 100'
97.3
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' - 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
774.9
104.9
> - 160' - 200'
109.8
1 65.9
201.3
120.8
101.1
60.7
178.1
106.9
DD' - 25o
114. 1
68.5
209.2
125.5
105.2
63.1
185.1
1 111.1
> 250 - 3 0
117.8
70.1
216.0
129.6
108.5
65.1
191.1
1 714.7
> 300' - 350'
121.0
72.6
221.9
133.1
111.5
66.9
196.3 i
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
205.1
123.1
> 450' - 500'
128.6
77.3
236. 1
141.7
1 118.6
1 71.2
208.9 125.3
SIT
1.) THIS CERTIFIED SIGNED AND SEALED Who 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 /S 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 /F USED TO OBTAIN A ONE TIME BUILDING PERMIT
3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON 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 /F 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 SCHEDULE/TAKE OFF SHEET, ETC.).
INDICATED DESIGN W/ND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE COND/RONS
AND FOR ALL ROOF
SLOPES.
it L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
k** PRODUCTS WHICH BEAR A
MLAMI-DAOE COUNTY OR A
STATE OF FLORIDA APPROVAL
/-71/- 0013
ST. LUGE COUNTY BUILDING DIVISION
REVIEWED FOR COXVAIANCE
REVIEWED B
DATE / -
PLANS ALTv":J PERMIT MUST BE 10 ON JOB
OR NO INSPECTION WILL BE MADE.
No. 44167
etiPOF
\A0G��
2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS, ACCORDION & B*PMA SHUTTERS *** SCALE
RISK CAT ll BLDG5 0611V15
L E C. O I N C. WIND PRESSURE CHART DATE
T 7EST/NG & ENOTNEER/NO COMPANY S4S/C WIND SPEED = 170 mph 15- 188
N. J6m. SLfj'ts Jos. vwGww cwvcxx rt JT166 EXPOSURE D. Kd = asshone : (JR 71-IJJO . Tm : (JW)87I-lWI DRAWING No
EB-0006719 x[v. xe oaOmnox wle ay. w aacavxsx DAN
WALTER A. GLUT Jr. P.E. 1 wn 11-172 P211151s - - SHEET i OF I
FLORIDA Uc. # 44167 2 1 3 ♦ mwvms /m/�s