HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASC 7-10 - PEAK ROOF HEIGHT LESS TMAN OR EQUAL TO 60 F£ET k
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L** LESS THAN 7'-9"
1- GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
L** GREATER OR EQUAL THAN 12'-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.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
0' - 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
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
671
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
> 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
> 40'-50'
94.3
56.6
126.2
75.7
90.0
54.0
1177
70.6
84.4
50.6
706.5
63.9
> 50'-6o'
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
872
52.3
109.9
65.9
SCANNED
BY
St. Lucie County
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET aK
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
CONCEALED FASTENERS OR ATTACHMENTS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
E
D
8
rmitting
-a7--6
ST. LUCIE COUNTY
BUILDING DIVISION
FOR
REVIEWED BY
-PLAN, Amu-rcnmri --
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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
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, - 9o,
95.6
57.4
175.2
105.1
88.0
52.8
155.0
93.0
> 9o' - too'
1 97.3
58.4
178.4
107.4
89.7
53.8
157.9
94.7
100.5
60.3
184.2
92.5
55.5
163.0
978
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
571
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 160'
1078
64.7
197.6
118.6
99.3
59.6
174.9
164.9
> 18O' - 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
1 216.0
129.6
1 108.5
65.1
191.1
114.7
> 300' - 350'
121.0
72.6
221.9
133.1
111.5
66.9
196.3
117.8
:> 350' - 400`
_123.9-
74.-3-
22771-_736.3
=1-14.-l--_66:5=
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
773
236.1
141.7
118.6
71.2
249
125.3
NOTESr
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 & 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.
J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WINO LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND ASD. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED IWAUD 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.9., SPREADSHEET, OPEN/NG SCHEDULE/TAKE OFF SHEET, ETC.).
INDICATED 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 BAH4MA
SHUTTER HEIGHT.
*at:k PRODUC75 WHICH BEAR A
MOIMI-DAOE COUNTY OR A
STATE OF FLORIDA APPROVAL
?0" �0-)
Y�0GO
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 & BN-[4MA SHUTIERS *** DRAWN BY
RISK CET. H BLDGS 08109117
11
L E C WIND PRESSURE CHART DATE
JT TESTING & ENGINEERING G'OMPANY BASIC WIND SPEED = 1mph 17- 194
NW. JINN. a. SG. J05. VIRClw 69RDEN$ R ST166 EXPOSURE D, Kd 0. = 0.85
PA d : (J05)8JI-ISJO . ry : (=I)671-?WI DRAWING No
EB-0006719 xev. lm oexemrox wrz xn. x" orrmex as
WALTER A 77WT Jr. P.E. r 61O r6-16B /1 J
FLORIDA Lie. A 44167 1:1 1 1 4 1 SHEET 1 OF 1
ROVE0 "
MAR 2 7 'C3
ST. Lucie County, Permitting Ocean
Balcony
Rich Porante
Residence
Frogt_Door
0
-11
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILR OF THE
CONTRACTOR OF RECORD
Balcony
1
2
3