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BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS CLADDM (f SF„) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FED ar
BASIC WIND SPEED = 170 mph RISK CATEGORY l/ BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHO' ESALE)
SCANNED
St. Lucie Counr I LI c� , ol� aZ L-7c
PEAK
ROOF
L•• LE55 THAN 7'-9'
L- GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3"
L•• GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATVE
POSIRVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.B.D.
ULTIMATE
A.S.D.
UL77MATE
A.S.D.
0' - 15'
76.4
45.8
102.4
61.4
73.0
43.8
95.5
573
68.5
41.7
86.4
51.8
> 15'-20'
80.4
48.2
107.E
64.6
76.8
46.1
100.4
60.2
72.0
43.2
90.8
54.5
> 2O'-25'
83.6
50.2
111.9
671
79.8
479
104.4
62.6
74.8
44.9
94.4
55.6
> 25'-30'
86.2
51.7
115.5
69.3
82.4
49.4
1077
64.6
773
46.4
g74
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,¢
67.4
> 40'-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'
97.3
58.4
130.3
78.2
92.9
55.7
127.5
72.9
87.2
52.3
109.9
65.9
ST.
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DATE -7„ 11 :.HST BE I�PT ON
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WADMWS PEAK ROOF HEIGHT vs DESIGN WIND PRESSOR£ FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7- f 0 - PEAK ROOF HEIGHT GR ATER THAN 60 FEEr
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L" LESS THAN 12-3"
L•' GREATER OR EQUAL THAN 72'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
I A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
167.7
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
175.2
88.0
52.8
155.0
93.0
> - 7a0'
973
�58.4
178.
IOTA
89.7
53.8
1579
94.7
> 100' - 120'
100.5
.3
184.2
.5
92.5
55.5
163.0
9t7
> 120' - 140'
103.2
51.9
189.2
113.5
95.1
57.1
167.4
1 100.4
> 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
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' - 300'
117.8
70.1
216.0
129.6
108.5
65.1
191.1 114.7
> 300' - 350'
121.0
72.6
221.9
133.1
711.5
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
205.1 123.1
> 450' - 500'1
128.8
1 77.3
236.1
1 141.7
118.6
71.2
1 208.9 125.3
N -
1.) THIS CER77FIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY TMS ENGINEER, BASED ON ASCE 7-10, FOR A B4SIC 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 77ME 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 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.).
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
^Oh1PLY W ITH ALL APPLICABLE CODES.
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
It* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BL40E LENGTH OR 64HAMA
SHUTTER HEIGHT.
K** PRODUCTS WHICH BEAR A
MAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
y� ' JCEIN
No.44167
PE ,
HE����
2074 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIESI
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS, ACCORDION & BAHAMA SHUTTERS SCALE
RISK CAT. l/ BLDGS 06171115
11
L E C O w c. WIND PRESSURE CHART GATE
T TESTING ENCENEEA/NG COMPANY BASIC WIND SPEED = 170 mph
W. J6 Sl Ste. J05, WWNt4 A44 . D. M166 EXPOSURE D. Kd = 0.85 15- %Q
hone : (J0.5Js EB-00 . Fm : (Ja5)Hll-I5J7 may, nc 45YA'PlIOn MR' Rfs: Na CLSWFIMn a¢ DRAWING No
3
N.
006719
WLA. RELIT Jr. P.E. r an 11-m /" a - -
FLORIDAR/Lia IF 44167 s J + mwvms _ SHEET 1 OF 7