HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.F,j FOR ASG 7-f0 PEAK ROOF HEIGHT 1 W THAN OR EQUAL TO aO crcr
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
. ROOF
L" LESS THAN 7'-9'
I- GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
L^ GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULRMA7E
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
o' - 15'
76.4
45.8
102.4
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
76.6
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
479
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
107.7
64.6
773
46.4
97.4
58.4
> 30'-40
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.0
81.2
48.7
102.4
61.4
> 4D'-sD'
94.3
56.6
126.2
757
90.0
54.0
1177
70.6
84.4
50.6
106.5
63.9
> 50'-60'
973
58.4
130.3
712
92.9
55.7
12I-5
72.9
872
52.3
109.9
65.9
FILE COPY
SCANNED
BY
St. Lucie County
&N.DING'S PEAK ROOF HEIGHT vs DESIGN IWND PRESSURE FOR COMPONENTS A CLADDING (P.S.F-) FOR ASCE 7-10 - PEAK ROOF HEIGHT C•REeTEP THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
FILE COPY
PEAK
ROOF
L" LESS THAN 12-3'
L" 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.S.D.
'160jQ70'
91.5
54T9
I 1677
100!6
84.3
50.6
148.4
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' - IGO'
973
58.4
178.4
1074
89.7
53.8
1579
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
1135
95.1
57.1
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
> 160' - 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'
1178
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350' 1
121.0
72.6
221.9
133. 1
111.5
66.9
196.3
117.8
> 350' - 400'
123.9
74.3
2271
136.3
114.1
68.5
200.9
120.5
> 400' - 450'
126.4
75.8
231.8
139. 1
116.5
69.9
2 55.1
1 33.1
> 450' - 500'
128.8
773
236.1
141.7
118.6
71.2
208.9
125.3
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY TARS 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 SRE SPECIFIC PROJECT.
2.) THIS WIND I= CHART MUST BE SIGNED, SEALED AND CATFD BY THIS ENGINEER IF USED TO OBTAIN A ONE NNE BUILDING PERMIT.
J.) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE EASED 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 (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, LTC.).
ST. LUCIE COUI
REVIEWED FOR
PLANS AND PELtMIT MUST BE KVXON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
PENS...16.6.
s
No.44167
STAIE OF 1
e•
0"
WDIC47ED 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 B4WM4
SHUTTER HEIGHT
it PRODUCTS WHICH BEAR A
MkW-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
PRooG01
01
CONCEALED FASTENERS OR ATTACHMENTS
DECO fRAACCTOR ORBILITY OF E
R RECORD
THESE PLANS AND ALL PROPOSED WORK
RE SUBJECTTO ANY CORRECTIONS
SQUIRED BY FIELD INSPECTORS THAT
Y BE NECESSARY IN ORDER TO
Q MPLY WITH ALL APPLICABLE CODES.
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDL4N RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS ACCORDION & BAEWMA SHUTTERS ••• DRAWN BY
RISK CAT. lI SLOGS 08109117
L E C O I N C. WIND PRESSURE CHART DATE
STING & ENGINEERING GOYPANY BASIC WARD SPEED = 170 mph 17_' 94
I a Ste. Ma nRGwu G4RDaM a .1.1166 EXPOSURE A Kd = 0.85
{JOS) MIDJO . Fv : (b6)871-ISJI DRAWING No
EB-0006719 Iay. " 6r orrz m. x. 6acmo6 wrz
WALTER A 77LLIT Jr. P.E. I an 15-rm AI A SHEET I OF I
FLORIDA Lic. i 44167 z