HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQ-UAL-TO 60 FEET k
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L!* LESS THAN 7'-9"
I- GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
I- GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGABVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULRMATE
A.S.D.
ULTIMATE
A.S.D.
UL77MTE
A.S.D.
ULTIMATE
".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
> 75'-20'
80.4
48.2
107.6
64.6
76.8
46.1
100.4
60.2
72.0
4,12
90.8
54.5
> 20'-25'
83.6
50.2
111.9
671
79.8
479
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-JO'
86.2
51.7
115.5
69.3
82.4
49.4
107.7
64.6
773
46.4
974
58.4
> 3D'-4O'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.0
87.2
48.7
102.4
61.4
> 4a'-sD'
94.3
56.6
126.2
75.7
90.0
54.0
117.7
70.6
84.4
50.6
106.5
63.9
> 50'-60'
1 973
1 58.4
1 130.3
1 78.2
1 92.9
55.7
121.5
72.9
1 872,
I 52.3
I 109.9
1 65.9
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDMONS
AND FOR ALL ROOF
SLOPES.
t* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR ITAHAMA
SHUTTER HEIGHT
/t** PRODUCTS WHICH BEAR A
M/AMI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET k
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
/ ld n - J7 f2- RESIDENTIAL, AP2k T kEkplt�I TO[ fgM�Cgff§TraDINGS (RETAIL, WHOLESALE)
STTLUUCIIE COUNTY ARE THE RESPONSIBILITY OF THE
BUILDING DIVISION CONTRACTOR OF RECORD
REVIEWED
FOR CO h CE
REVIEWED BY
DATE la/ffr
PLANS AND PEA IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
)CIE COUNTY
AG DIVISION
VIEWED
:> MPLIANCE
il' 0 PEAg1T -._.
5T:• •c:F.WTONJOBOR
SPEC :1070�^Mdi,BE MADE
RECEIVED
MAP, 2 7 7010
PEAK
ROOF
I- 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.S.D.
> 60' - 70'
91.5
54.9
16Z7
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
755.0
93.0
> 90' - 100'
1 973
58.4
178.4
tW.4
89.7
5J.8
15Z9
94.7
too' i2F
f00.5
60.3
184.2
110.5
92.5
55.5
163.0
978
> - 140
103.2
189.2
95.1
57.1
1674
100.4
> 140' - f6O'
105.6
63.4
193.6
115.2
973
58.4
171.3
102.8
> 160' - 180'
1078
64.7
1976
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'
117.8
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350'
127.0
72.6
221.9
133. 1
111.5
66.9
196.3
717.8
> 350' - 400'
123.9
74.3
2271
136.3
114.1
68.5
200.9
120.5
-5 460'-=-45W
-12&r4
-75.-B-
6.'S-
-69:9-
2057-
�23: 1-
> 450' - 500'
128.8
773
236.1
141.7
118.6
71.2
208.9
125.3
NOTES:
1.) THIS C£RRFT£D 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 INFORAM77ON FOR A SITE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO 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 ULBMATE 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.9., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
SCANNED
BY
St. Lucie County
O4J�ENSF y_
� . 44♦167 ••:1
wj
PE pE lfi.l
�EIG�S
2017 (6th £DI770N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDW4 RIVER COUN77ES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS; ACCORDION & BN-AM SHUTTERS *** DRAWN BY
RISK CAT. 1I BLDGS 06109117
L E C O I N e. WIND PRESSURE CHART DATE
/T TESTING &ENGINEER/NG COMPANY BASIC WIND SPEED = 170 mph
EXPOSURE D. Kd = 0.85 17- 194
A M a!j 7f- SIO r.: GARDENS, B..iT166 DRAWING No
Plwne : (JOS B EB-00. 71 : (a0.5J8]f-ISa1 W. M O v �� a . aucu+lraM mr[
EB-0006719
WFL RI A Lie-
# 44 P.E. r a0 ra-rm '2 a
FLORIDA Lie. d 44f6] v I SHEET 1 OF 1
RECEIVED
VAR 2 9 7018
OceanFetmi Ullg Department
St. Lucte County
1
Balcony
CONCEALED FASTENERS ORATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Robyn Batson
Residence