HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS fi CLADDING (P_S.Fa FOR ASG£ 7 10 PEAK ROOF HEIGHT LFsS THAN OR EOU4L ro 6o FEET
BASIC WIND SPEED = 170 mph RISK CATEGORY 1/ BUILDINGS _
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'
L" GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
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
573
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
79.8
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
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
117.7
70.6
84.4
50.6
106.5
63.9
> sD'-s0'
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
87.2
52.3
109.9
65.9
LAIEO FASIENE
AP,fTHE _Rs
. .... a
RESPONSIslu
j:,�, a
a �.
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it
y
CONTRACTOROF Of THE
RECORD
1l
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 �K
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICAULE CODES.
PEAK
ROOF
L" LESS THAN 12-3'
L" GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSIRVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
- A.S.D.
ULRMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
1677
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'
97.3
58.4
178.4
1074
89.7
53.8
1579
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
978
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
571
1674
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
58.4
171.3
102.8
- taD
07.8
64.
1976
118.6
9.3
59.6
174.9
104.9
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'
117E
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
75.6
231.8
139.1
116.5
69.9
205.1
123.1
> 450' - 500'
128.8
773
236.1
747.7
118.E
71.2
208.9
125.3
N07fS: -
1.) THIS CERRFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, 84SED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND
APPLICABLE RISK C47EGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 517E 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 PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 84SED 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 INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULEITAKE OFF SHEET, ETC.).
i Y vy -OS ) Sr
5% LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO I NE
REVIEWEDBY
DATE
PLANS AND PERMIT
IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
* INDICATED DESIGN W/ND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF .
SLOPES
�C* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
** PRODUCTS WHICH BEAR A
ULWI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & BQVMA SHUTTERS "" DRAWN BY
RISK CAL 11 BLOGS 08109117
WIND PRESSURE CHART DATE
JT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
MW. 36M. SL Ste. m5• win1w G9RDEhS a &T166 EXPOSURE D, Kd = 0.85 17- 194
PAeee : (305)871-9&7O . I.: (3 )871-1&11 wrz m eaea nox DRAWING No
E8-0006719EH
WALTER A 77LUT Jr. P.E. 1 =. IFm /1 a
FLORIDA De. 44167 i wrz . SHEET I OF 1