HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HGGHT vs DESIGN WIND PRESSURE FOR ADDM (P.S.F.) FOR ACCF 7-10 - PEAK ROOF HEIGHT LESS THAN OR £OUAL-TO d0 FEET * n \
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L+* LESS THAN T-9"
I- GREATER OR EQUAL THAN 7'-9' AND
LESS THAN f2'-3'
C** GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGA77VE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
- D' - 15,
76.4
45.8
102.4
61.4
73.0
43.8
95.5
573.
68.5
41.1
86.4
5 1. 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'
83.6
50.2
111.9
671
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
1077
64.6
77.3
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
106.5
63.9
> 50'-60'
973
1 58.4
1 130.3
1 78.2
1 92.9
1 55.7
1 121.5
72.9
872,
52.3
109.9
65.9
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET K
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
CONGER CP FAJ I'c-E o- OR MIANI MENTS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
ARE IHERESPONSISILITYOFTHE
CONTRACTOR OF RECORD
v 3 -07g
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMfVjpCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
RECEIVED
MAR 2 7 7010
-hitting Depallment
St. Lude County
1r�03-y?ky
PEAK
ROOF
L** LESS THAN 12-3"
1- GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSONE
NEGATIVE
(h)
ULTIMATE
A.S.D.
UL71WTE
A.S.D.
ULTIMATE
A.S.D.
UL77WTE
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
57.4
175.2
105.1
88.0
52.8
155.0
93.0
o'
97.3
58.4
178.4
107.4
89.7
53.8
1579
94.7
20'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
140'
103.2
61.9
189.2
113.5
95.1
571
1674
100.4
160'
6200*-
105.6
63.4
193.6
1
973
56.4
171.3
102.8
180107.8
_ 64.7
97E
118.6
99.3
59.6
174.9
104.9
00'
109.8
65.9
201.3
120.8
101.1
60.7
178.1
106.9
50'
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
111.5
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'
128.8
773
236.1
741.7
118.E
71.2
208.9
125.3
NOTESi
1.) THIS CER77RED 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 CH4RT MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT.
J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND. PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE UL77MATE AND A.S.D. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID /F 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.).
SCANNED
BY
St. Lucie County
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
r* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR &V AM4
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
M/AMI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
••
R . AM167 • ':
PE 0 l�
V0E1G�l
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, .ST. LUCIE & INDIAN RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANES, ACCORDION & BAHAMA SHLTTTERS *** DRAWN BY
RISK CAT. Il SLOGS 08109117
L E C Q i N c. WIND PRESSURE CHART DATE
T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 7- 7 94
'W. J6fA Sf. SYe. b5. VWGIM4 GARDENS; FL J3166 EXPOSURE D, Kd = 0.85
Aone : (JGS)B)I-ISb . Tv : (J0.5JBJ1-15J1 DRAWING No
EB-0006719 O1w
WALTER A 77LUr Jr. P.E. °IO "'m 71 3 SHEET I Of 1
RECENED
ARc i� isarOhs;dILI �Or HE
CONTRACTOR OF RECORD
--------- 2
3
Brown ResidencE
5047 N HWYA1,
Unit 302 Fort Pie,
1
MAR$77010
Permittln9 Department
St. Lude County