HomeMy WebLinkAboutBUILDING SCHEMATICfl-MR KG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR DCOMPONENTS t CLADDING (P S F.) FOR ASCE 7 10 PEAK ROOF HELGHT LESS THAN OR EQUAL TO 60 FEET ae
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY
PEAK
ROOF
L** LESS THAN 7'-9'
L•* GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12-3'
I- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSmV£
NEGATIVE
POSmVE
NEGANVE
POS/AVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
UL77MATE
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
57.3
68.5
41.1
86.4
51.8
> 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
67.1
79.6
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
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
1177
70.6
84.4
50.6
106.5
63.9
>- 50'-60'
973
S8.4
130.3
78:2
92.9-
55.7
121.5
- 72.9
872
52.3
109.9
65.9
CONCEALED FASTENERS OR ATTACHMENTF
ARE THE RESPONSIBILITY OF THE ,
CONTRACTOR OR RECORD
SCANNED
BY
St. Lucie County
BU/LDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F4) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET k
BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
BE NECESSARY IN ORDER TO
PLY WITH ALL APPLICABLE CODES.
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.
ULTMATE
A.S.D.
ULNMATE
A.S.D.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
748.4
89.0
> 70' - aD'
93.6
56.2
171.
f03.0 -
86.2
SL7
157.9
91.1
> BO - 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
53.8
7579
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
57.1
167.4
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
97.3
58.4
171.3
102.8
> 160' - 180'
107.8
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
63.7
185.1
111.1
> 250' - 300'
717.8
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
2271
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
I 236.1
1 141.7
1 118.6
1 71.2
1 208.9
1 125.3
NO
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, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON FOR A SNE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER 1F USED TO OBTAIN A ONE 77ME BUILDING PERMIT
3) CONTRACTOR OR P£RM/T HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND ASO. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS
5.) DESIGN WIND LOAD SELECTED BY THE CON7R4CTOR 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.).
,21� �D6
ST. LUCIE COUNTY BUILDING 0IV
REVIEWED FOR COMPI TON I-C
SCANNED
BY
St. Lucie County
* INDIC47ED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDMONS
AND FOR ALL ROOF
SLOPES.
L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
*)K PRODUCTS WHICH BEAR A
M&Wl-DADS COUNTY OR A ,
STATE OF FLORIDA APPROVAL
SITE OR NO INSPECTION at KEPT N B
(S) WIL E ADF BUILDING SCHEMA77C
K.
PEAOf
NE1GO
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EST =:
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2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIE
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANEL$ ACCORDION & BAH4IAA SHUTTERS *** DRAWN BY
RISK C4T. II BL OGS 08109117
L E C O mc. WIND PRESSURE CHART DATE
TILLIT TESTING & ENGINEERLNQ QQYPANY BASIC WIND SPEED = 170 mph
EXPOSURE A Kd = 0.65 17-194
6JS5 N.W. J6N. R 51e. JOS, VI.: G4)871 D. J3168 DRAWING No
Phone : (005fe>fB-00 . I. (SOSJBJI-f511
EB-0006719
WALTER A RLUT Jr. P.E. SHEET 1 OF 1
FLORID Lit. (! 44701 :