HomeMy WebLinkAboutBUILDING SCHEMATICBVftDIM'S PEAK ESIM W&D PRESSURE FOR QQMf29EM!S A CtADDM (81F.) FOR A= 7-10 - PEAK ROOF HEIGHT LM THAN OR EQUAL TO 60
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLEWE)
PEAK
ROOF
I-- LESS THAN 7�9.
I-- GREATER OR EQUAL THAN 7�9" AND
LESS WN 12�3"
I- GREA TER OR EQUAL THAN 12�3
HEIGHT
POSMVE
NEGATIVE
PCs/ VE
NEGATTKE
Posmyr
NMTIVE
(h)
ULTIMATE
A.S.D.
UL77MATE
A.S.D.
ULTIMATE
A.&D.
UL77MATE
AS.D.
ULTIMATE
A.S.D
0' - 15'
76.4
45.8
102.4
61.4
7J. 0
43.8
95.5
5zi
68.5
51.8
* 15'-20'
80.4
48.2
IOZ6
64.6
76.8
46.1
100.4
60.2
72.0
L
43]5
9!'0. 8
54.5
* 20'-25'
83.6
50.2
111.9
6Z 1
79.8
4Z9
104.4
62.6
74.8
44.9
94.4
56.6
25�30'
8.2
51.7
115.5
69.3
82.4
49.4
1OZ7
64.6
7Z3
46-4
9Z4
58.4
* 30�40'
I*
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'
9f-�
1
L6. 6
!26.2
75.7
90.0
54.0
1IZ7
70.6
84.4
106.5
63.9
> 50�60'
97.3
58.4
1 130.3
55.7
121.5
72.9
8Z2
52, J
lo.9.9
9-9
65-9
uc/0
MDUNG'S PEAK ROOF HEIGH7' vs DESM WIND PRESSURE FOR "PONENTS A CLADDING (&S-F.) FOR ASCE 7-10 - PEAK ROOF HFJGHT GREATER THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
FILE COPY
PEAK
ROOF
I- LESS THAN 72-3'
1' GREATER OR EQUAL THAN 12�3"
HEIGHT
POSITIVE
NE"TIVE
P0SfflW---j
JvEGAnVf
(h)
UL77MATE
A.S.D.
M77MATE
A.S.D.
ULTIMATE
A.S.D.
ULTIWTE
A.S�D.
* 60' - 70'
91.5
54.9
16Z 7
100.5
84.J
50.6
148.4
89.0
* 70' - 80'
93.5
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'
9zj
58.4
178.4
1074
1 89.7
53.8
15zg
94.7
100.5
184.2
92.5
55.5
163.0
9Z8
* 120' - 140'
103.2
61.9
189.2
1 li.5
95.1
7. 1
67.,4
100.4
* 140' - 160'
105.6
63.4
19J.6
116.2
9zi
58.4
171.J
102.8
* 160' - 180'
IOZ8
64.7
19Z6
118.6
99.j
59.6
174.9
104.9
* 180' - 200'
109.8
65.9
201.J
120.8
101.1
60. 7
--F78.1
106.9
* 200' - 250'
114.1
68.5
209.2
125.5
105.2
6J. 1
185.1
111.1
* 250' - JOO'
11
70.1
216.0
129.6
108.5
75--1
i9l 1
114.7
* 300' - 350'
121.0
72.6
221.9
111. 1
111.5
66.9
196.3
liza
a
* J50' - 400'
12J. 9
74.3
22Z I
lJ6.J
114.1
T8.5
200A
0.9
120.5
* 400' - 450'
126.4
75.8
2JI.11
6�
69.9
205.1
1
123.1
* 450' - 500'
128.8
77.J
2J6.1
W19. �l
1.
JJW 6 1
71.2
208.9
125.3
NO
1.) THIS CER77RED SIGNED AND SEALED WIND LOAD CH4Rr, PREPARED Sr 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 INFORMA77ON FOR A SITE SPECIFIC PROJECT
2-) THIS WIND L04D CHART MUST BE SIOWED, SEALED AND DATED BY THIS ENGINEER IF USED 70 OBIAIN A ONE 77ME BUILDING PERMIT.
J) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED IWAUD IF ALTERED BY ANY MEANS.
S-) DESIGN WIND LOAD SELECTED By THE CONMC70R OR PERMIT HOLDER FROM THIS WIND LOW CHART SHALL BE INDICATED ON A SEPAR47E DOCUMENT PREPARED By
THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET. OPENING SCHEDULE;�TAKE OFF SHEa ETC.).
q,
ST. LUCIE COUNTY
REVIEWED FOR CO
PLANS AND PERMIT MUST BE
SITE OR NO INSPECTION(S)'
0
MADE
I
No. 44167
STAIE OF
INDIC47ED DESIGN WND 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 SWAIM
SHUTTER HEIGHT
PRODUCTS WHICH BEAR A
M14MI-DADE COUNTY OR A
STATE OF' FLORIDA APPROVAL
?vt " �0-)
\zo'01101
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
fA MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
A
2017 (6th EDMON) FLORIDA BUILDING CODE - BRowARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIES[
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM P4AtaS ACCORDION & B"M SHUTIE?S DRAWN BY
RISK CAT. It BLOGS 08109117
11LIE C 0 imc. wo PRESSURE CHART DATE
JT nZnNG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
Mw. M?66 EXPOSURE A Kd 0.85 17-194
(")871-1=1 _ _ , _ I - . - DRAWING No
SHEET I OF I