HomeMy WebLinkAboutPROJECT INFORMATIONl,.
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S F,) FOR ASGE 7 10 PEAK ROOF HEMT Luse MAN OR EQUAL To 60 FEET ak
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS &COMMERCIAL BUILDINGS {RETAIL, WHOLESALE)
COggtEO FASTENERS OR AT TACNMENTS
ARE TVE RESPONSIBILM OF K
CONTRACTOR OF RECORD
PEAK
ROOF
I' LESS THAN T-9'
L•• GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3' -'
- C•'-..GREATER. OR EQUAL THAN f2'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE-
A.S.D.
ULTIMATE-_
_�A.S.D. _
ULTIMATE_
A.S.D. __
-ULTl.W17E_
A.S.D.-
ULTIMATE
A.S.D.
0' - 15,
76.4
45.8
102.4
61.4
73.0
4 .8
95.5
573
68.5
1 41.1
86.4
51.8
> 15' 20'
80.4
48.2
1076
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
67.1
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
974
58.4
> JO'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.0
81.2
48.7
f02.4
61.4
94.3
56.6
126.2
75.7
90.0
54.0
1177
70.6
84.4
50.6
106.5
63.9
> 50'-60'
97.3
58.4
130.3
78.2
92.9
55.7
121.5
72.9
872
523
709.9
65.9
- - - - -- --* INDICATE. DESIGN HIND -PRESSURES -
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
*XC L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
aFAt.YC PRODUCTS WMCH BEAR A
MWMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
RUILDIAWS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASGE 7 f0 PEAK ROOF HEIGHT GREATER THAN Rn FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
RECEIVED
MAR 0 2 2018
ST. Lucie county, Permitting
SG3 - Od7 f'
ST, LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO P1 ANCE
REVIEWED BY
DATE
PLANS AND P R T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
PEAK
ROOF
I- LESS THAN 12-3'
1' GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
AS.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
148.4
69.0
> 70' - so'
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' - 100,
97.3
58.4
178.4
107.4
89.7
53.8
157.9
94.7
> 1 a' - 12
100.
60.3
4.2C
110.5
92.5
55.5
163.0
97.8
> 120' - 140'
103.2
61.9
189.2
1135
95.1
57.7
167.4
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
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
7 01. 1
60.7
178.1
105.9
> 200' - 250'
114.1
68.5
209.2
125.5
105.2
63.1
185.1
111.1
> 250' - 300'1
117.8
70.7
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350'
121.0
72.6
221.9
1 1331
V1115
66.9
196.3
7778
> 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
> 45D' - 500'
128.6
773
236. 1
141.7
118.6
71.2
208.9
125.3
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
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 TIME BUILDING PERMIT.
3.) CONMC70R OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE BASED 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, ETC.).
PEPp4 (o i
�EGo
N.
No.44167 e
40
OR
* i I
=•�FSg/0NAl,
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND/AN RIVER COUNTIES
ASC£ 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & B*0MA SHUTTERS xxx DRAWN BY
RISK CT.. Il BLDGS 08109117
L E C O 1Nc. WIND PRESSURE CHART 'MIT
r TESANG & EPFG/NEER/N0 LAYPANY BASIC WIND SPEED = 170 mph 17- 94
W. 36M. St. Sfe. M4 Y]/1GIMq GARDENS A M166 EXPOSURE D, Kd 0.85
fog• : (3osfan-rs.TD . r : (3asw r-r63r - -w .^ N .._ _._ DRAWING No
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