HomeMy WebLinkAboutBUILDING SCHEMATICN OM'c PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F„) FOR ASCE 7-10 - PEAK ROOF HEIGHT LM THAN OR EQ fA1 TO 60 F£ET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
LE COPY
PEAK
ROOF
L" LESS THAN 7'-9"
I' GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
L" GREATER OR EQUAL THAN 12'-3`
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGA77VE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
ASD.
ULTIMATE
ASD.
ULTIMATE
A.SD.
ULTIMATE
A.S.O.
0' - 15' -
76.4
45.8
102.4
61.4
'0
43.8
95.5
573
68.5
41.1
86.4
51.8
> 15'-20'
80.4
48.2
1O7.6
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
479
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-JW
86.2
51.7
115.5
69.3
82.4
49.4
f077
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'-sD'
94.3
56.6
126.2
75.7
90.0
54.0
1177
70.6
84.4
50.6
106.5
63.9
> s0'-so'
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
872'
52.3
f09.9
65.9
HESE PLANS AND ALL PROPOSED WOF
IRE SUBJECT TO ANY CORRECTIONS
IEQUIRED BY FIELD INSPECTORS THAT
AAY BE NECESSARY IN ORDER TO
,OMPLY WITH ALL APPLICABLE CODES
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (&SF.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEETar
BASIC WIND SPEED = 170 mph RISK CATEGORY IT BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
moV 2 7 nl1
ST. Lucie
SCANNED
BY
St. Lucie County
PEAK
ROOF
L" LESS THAN 12-3"
L" GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
IVEC41WE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
748.4
89.0
93.6
' -5
171.6103-
86.2
51.7
151.9
91.1
> Bo - 9o'
95.6
574
175.2
105T
88.0
52.8
155.0
93.0
> 90' - Too'
97.3
58.4
178.4
107.4
1 89.7
53.8
1579
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
1 189.2
111.5
95.1
57.1
16Z4
100.4
> 140' - 160'
105.6
63.4
193.6
116.2FZj58.4
171.3
102.8
> 160' - 180'
1078
64.7
1976
118.659.6
174.9
104.9
> 160' - 200'
109.8
65.9
201.3
120.8
60.7
178.1
106.9
> 200' - 250'
114.1
68.5
109.2
125.563.1
185.1
111.1
> 250' - J00'
117.E
70.1
216.0
129.6
65.1
191.1
114.7
> J00' - J50'
121.0
72.6
221.9
133.1
66.9
196.3
1f78
J50' - 400'
123.9
74.3
2271
136.3
68.5
200.9
120.5
>-450'26.4
758
231.8
139. 1
69.9
205.1
123.1
> 450' - 500'1
128.8
77.3
236.1
1 141.7
1 118.6 1
71.2
208.9
125.3
NOTES:
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 SUE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT.
J) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND ASD. PRESSURES
4.) THIS WIND LOAD CHART Sf WLL. 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 (ag., SPREADSHEET, OPENING SCHEOULE17AKE OFF SHEET, ETC).
STP11-1�71A2O'
ST. LUCIE COUNTY BUILDING DIYVISrON
REVIEWED FOR COMPLIANCE ,1 f,i,,&A
PLANS AND PERMIT MUST BE KEPT�OB
SITE OR NO INSPECTION(S) WILL MADE
INDIC47ED DESIGN WIND 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 BAHAMA
SHUTTER HEIGHT.
-t* PRODUCTS WHICH BEAR A
MLWI-DAD£ COUNTY OR A
STATE OF FLORIDA APPROVAL
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STA�OF a �$
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & &WMA SHUTTERS xxx DRAWN BY
RISK CAT. If SLOGS 08/09117
B A. I EC ® Inc. WIND PRESSURE CHART DATE
? TESTING & ENGINEERING COMPANY BASIC WIND SPEED - 770 mph
N.W. J6N. Sf. SIe. JOJ, NR6M a4RUM R M166 EXPOSURE D, Kd = 0.85 17-194
Phone :. (XA 3JI-IWO . Fax : (300671-IWI 0LV 0 Grz W.66L�60N drz DRAWING No
EB-0006719
WALTER A TILL? Jr. P.E I aIA Is-Im /I .6
FLORIDA Lic. $ 44167 2 1 1 1 4 1 SHEET 1 Of 1