HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7 10 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �1
BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
I- LESS 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
POSIBVE
NEGA77VE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
0' - 15,
76.4
45.8
102.4
61.4
73.0
43.8
95.5
57.3
68.5
41.1
86.4
51.8
> 15'-20'
80.4
48.2
107.6
64.6
76.8
46.1
700.4
60.2
72.0
43.2
90.8
54.5
> 20'-25'
83.6
50.2
111.9
67.1
79.8
47.9
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
> 40' 50'
94.3
56.6
126.2
75.7
90.0
54.0
177.7
70.6
84.4
50.6
106.5
63.9
> 50'-60'
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
0.
52.3
1 109.9
1 65.9
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SCANNED
E3Y
St. Lucie County
BUKDING'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 k
BASIC WIND SPEED = 170 mph RISK CATEGORY l/ 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
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
751.9
91.1
* 80' - 90'
95.6
574
175.2
105.1
88.0
52.8
155.0
93.0
> 90' - 100'
973
58.4
178.4
107.4
89.7
538
1579
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.D
97.8
140'
103.2
61.9
189.2
113.5
95.1
57.1
1674
100.4
- 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
- 780'107.8
.7
1976
99.3
59.6
174.9
104.9
- 200'
109.8
65.9
201.3
120.8
101.1
60.7
178.1
106.9
- 250'
m-
114.1
68Z
209.2
125.5
105.2
63.1
185.1
111.1
- 300'
1178
70.1
216.0
129.6
108.5
65.1
191.1
114.7
- 350'
721.0
72.6
221.9
133.1
111.5
66.9
196.3
1178
-400'
-'123.9--74.3
227-1--136:3-
74ti-20:5®-
450'
126.4
75.8
231.8
139.1
116.5
69.9
205.1
123. 1-
500'
128.8
773
236.1
147.7
118.6
71.2
208.9
125.3
N07E5:
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, /S 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 /F USED 70 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.) 7741S 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 SCHEDULE17AKE OFF SHEET, ETC.).
ST. LUCIE COUNTY
BUILDING DIVISION
FOR
REVIEWED BY
MUST 13E KEPT ON JOB OR
NO INSPECTION WILL BE MADE
INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
f L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHWA
SHUTTER HEIGHT.
r** PRODUCTS WHICH BEAR A
MIAMI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
?V' lfl)
0Gkkl
THESE PLANS AND ALL PROPOSED WOF
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY 13E NECESSARY IN ORDER TO
QCJMPLV WITH ALL APPL CAULE CODED.
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS ACCORDION & B4H4MA SHURERS "•" DRAWN BY
_ RISK CAT. 77 BLDGS 08109117
L E C O 7 N c. W/ND PRESSURE CHART DATE
JT TE517NG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17- 194
N.W. J6M. V.,3 . 30.. NRCIMA CAPOENS R. M166 EXPOSURE D, Kd = 0.85
Phone : (J05)BJ1-)6J0 . Fox : (JW)871-1631 DRAWING No
EB-0006719 rev. "`° oestx�lnN mm lm: N. uauvlsx mrz
WATER A 1/LUF Jr.P.E 1 wo is-lm /I a
,._ . _ SHEET i OF I