HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P-SF.) FOR ASCE 7 f0 PEAK ROOF HEIGHT LESS THAN OR E%iJ4L TO 60 FEET ae I
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) r;iz
SCANNED��, `, 'Uv
ry
BY fl r E f .I�
St. Lucie County
PEAK
ROOF
I- LESS THAN 7'-9"
L** GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
I- GREATER OR EOUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
I A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
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
5Z3
68.5
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'
53.6
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
1077
64.6
773
46.4
9Z4
58.4
> 30'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.0 0
87.2
48.7
102.4
61.4
> 40'-50'
94.3
56.6
126.2
75.7
90.
54.0
117.7
70.6
84.4
50.6
106.5
63.9
> 50'-60'
97.3
58.4
130.3
1 78.2
92.9
55.7
121.5
1 72.9 ,
8Z2
52.3
709.9
1 65.9
THESE PLANS AND ALL PROPOSE
A,RE SUBJECT TO ANY CORREQTED
REQUIRED BY FIELD INSPECTORS D WORK .
MAY
BE NECESSAP.Y IN O THd INDIC47ED DESIGN WIND PRESSURES
MHLY WITM ALL, Af'1'LI� DER TO * CORRESPOND TO THE MAXIMUM END
AOLE CDDE ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
. L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
_BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (& SF,) F) FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY I/ 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)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
16Z7
100.E
84.3
50.6
148.4
89.0
> 70' - 60'
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91.1
> 80' - 90'
95.6
5Z4
175.2
105.1
88.0
52.8
155.0
93.0
> 90' - 100'
9Z3
58.4
178.4
10
89.7
53.8
1579
94.7
1 - t
100.5
60.3
184.2
92.5
55.5
163.0
9Z8
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
57.7
167.4
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 180'
1078
64.7
1976
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' - 3D0
1178
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 30O' - 350'
121.0
72.6
221.9
133. 1
111.5
66.9
196.3
1178
> 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
205.1
123. 1
> 450' - 500'
128.8
1 773
1 236.1
1 141.7
1 118.6
1 71.2
1 208.9
1 125.3
N07F5:
I ) 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 & IXPOSURES, 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.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC71ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WINO 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.).
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO L1`1 E
REVIEWED BY //
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
) LE0 FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
*.k* PRODUCTS WHICH BEAR A
M/AMI-DADS COUNTY OR A
STATE OF FLORM4 APPROVAL
PEP'F e i
Y•00AI
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & BANANA SHUTTERS *** DRAWN BY
RISK GAT. H BLDGS 08109117
11LIEC77c WIND PRESSURE CHART DATE
JT TESTING A ENGINEERING COMPANY BAS/C WIND SPEED = 170 mph
KW. J61N. SY. 71- J6J. VF4 : WR671- R. J3166
EXPOSURE D, Kd = 0.85 17- 194
Phone : (JO6fe EB-00. 71 : (JOJ)B71-15J1 R[v. Uff .. Ne 66wIlNM arz DRAWING Na
EB-0006719
WALTER A 77LLIT Jr. P.E. ' 01O IJ-1BB 71 ' SHEET 1 OF i
FLORIDA Uc.:Y 44167
i