HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS &CLADDING (P•S.FJ FOR ASG� 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET N
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS Ii
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"
I' GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POS/DVE
NEGARVE
POSITIVE
NEGA77VE
(h)
ULTIMATE
A.S.D.
ULRMATE
A.S.D.
ULTIMATE
A.S.D.
UL77MATE
A.S.D.
ULTIMATE
I 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
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
f077
64.6
773
46.4
974
58.4
> 30'-40'
90.7
54.4
127.4
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'
97.3
1 58.4
1 130.3
78.2
92.9 1
5.7
1 21.5
1 72.9
1 .2
52.3
1 09.9
1 65.9
THESE PLANS AND ALL PROPOSED WORT:
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIE! D 114SPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICADLE CODES.
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 l/ BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L•• 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
A.S.D.
ULTIMATE
A.SD.
> 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
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
157.9
94.7
i - la4
100.5
60.3
784.2
0.5 -
F92.5
55.5
163.0
978
> 120' - 140'
103.2
61.9
189.2
113.5
1 95.1
571
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
> 160' - 180'
1078
64.7
197.6
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' - 300'
1178
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
1178
> 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
77.3
236.1
141.7
118.6
77.2
208.9
125.3
No
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 & EXPOSURES /S COMPLETELY GENERIC AND DOES NOT PROWD£ INFORMADON FOR A SITE SPECIFIC PROJECT.
2.) )HIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT
Z) COMRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WAD PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE UL77MATE 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.).
/'f04 - 05Qgi
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO hgJJyE
REVIEWED BY (�
DATE U
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDIVONS
AND FOR ALL ROOF
SLOPES.
L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT
* No• *167
S^(�iEOf ? i°Cu
Lffnk
'Ap'• !�LOR��P`v��•'
PRODUCTS WHICH BEAR A
MIAMI-DAOE COUNTY OR A
STATE OF FLORIDA APPROVAL
PE pf (0-)
0j.%GkA
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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 & B4HAAM SHUTTERS **• DRAWN BY
RISK CAT. ll BLDGS 08109117
11 L E C O C. WIND PRESSURE CHART DATE
T TEBT/NG & ENGTNEERINQ OONPANY BASIC WIND SPEED = 170 mph 17- T 94
W. 36tn St Sh. M5. WRIM G ENS D. 33166 EXPOSURE D, Kd = 0.85
hone : ejRj671-I630. Fm: (30.)671-1531 wrz x1v. x. otre DRAWING No
EB-0006719
WALTER A 77LLIT Jr. P.E. r otn I3-Im h
FLORIDA Lie. d 44167 1 SHEET I OF 1