HomeMy WebLinkAboutPLANSBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS d CLADDING (&S.F,) FOR ASCE 7 10 PEAK ROOF HEIGHT LEW THAN OR EQUAL TO 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT To ANY CORRECTIONS
REQUIRED BY FIELD INSPCCTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALLAPPLICABLE CODES.
PEAK
ROOF
L•` LESS THAN 7'-9"
L- GREATER OR EQUAL THAN 7'-9" AND
L£55 THAN 12'-3"
L GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
PoS/TNE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
I ASD.
ULTIMATE
ASD.
UL77M4TE
AS.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
47.1
86.4
51.8
> 75'-20'
80.4
48.2
107.6
64.6
76.8
46.1
100.4
60.2
72.0
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
107.7
64.6
77.3
46.4
974
58.4
D'-
90.7
54.
121.4
72.8
86.6
62.0
7133
68.0
81.2
48.7
102.4
61.4
> 40'-50'
94.3
6.6
126.2
75.7
90.0
54.0
1177
70.6
84.4
50.6
106.5
63.9
> 50'-60'
973
58.4
1 130.3
1 78.2
92.9
55.7
121.5
72.9
872
52.3
109.9
65.9
J�ByVtL
Cnnnhl
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
Aeat L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BANANA
SHUTTER HEIGHT.
*** PRODUCTS WHICH BEAR A
MDIMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR AkE 7 10 PEAK ROOF HEIGHT GMTFR IMAM 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
RECEIVED
MAR 0 2 2018
ST. Lucie county, Permitting
- UQ /(.
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C iIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
111%.3 IL
PEAK
ROOF
L•• LESS THAN 12-3"
L" GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSRNE
NEGATIVE
(h)
ULTIMATE
A.S.D.
UL71MATE
A.S.D.
ULTIMATE
A.SD.
ULTIMATE
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
751.9
91.1
> 80' - 90'
95.5
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
1579
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
1630
97.8
> 120' - 140'
103.2
61.9
189.2
7 13.5
95.1
57. i
1674
100.4
> 140' - 160'
105.E
63.4
193.6
116.2
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
1 106.9
> 200' - 250'
114.1
68.5
209.2 1
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
9
133.1
111.5
66.9
196.3
117.8
> 350' - 40o'
123.9
74.3
1
136.3
114. 1
68.5
200.9
120.5
> 400' - 450'
126.4
75.8
8
L23
139.1
116.5
69.9
205.1
123.1
> 450' - 500'
128.8
77.3
1
141.7
118.6
71.2
208.9
125.3
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 INFORMATION FOR A SITE SPECIFIC PROJECT.
2.) THIS WMD LOAD CHART MUST BE SIGNED, SEALED AND GATED BY THIS ENGINEER 1F USED TO OBTAIN A ONE TIME BUILDING PERMIT.
3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WWD PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE 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, ERG).
A
$jEQF L,
No. 44167
•o t STALE
VILL
8110)
PE pF �� 1
�E`G\Al
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDUW RIMER
ASC£ 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & 84H" SHUTTERS 'R•• DRAWN BY
RISK CAT. If BLDGS 08109117
L E C O INC. WIND PRESSURE CHART DATE
T TESANG & ENGINEERING QOMPANY BASIC WIND SPEED = 170 mph % 7- 194
'w .urA. s5G., Sre. ,mS VM" G+RDD'b: TL micG IXPoSURE D. Kd = 0.85
(J05197r-rxTo . F= : (ms)e7r-rsTr DRAWING No
ES-0006719 m. ne 1ormvM.w an Arr. ". aamvmx ua
WALTER A RLUT Jr. P.E. ' am ro-rrM 7r • SHEET i Of 1
_ _ FLORIDA Uc. # 44167 2