HomeMy WebLinkAboutPROJECT INFORMATIONWADING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & C Ann/NG (P.S.F,) FOR ASCE 7 10 PEAK ROOF HEIGHT LM THAN OR EQUAL TO Nn EM
BASIC WIND SPEED = 170 mph RISK CATEGORY U BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
Si.
SCANNED
uCoun
L*' LESS THAN 7'-9"
L" GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
L" GFEATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.SD.
ULT/HALF
A.SD.
ULT/MATE
A.SO.
ULT/MATE
4.SD.
ULTINATf
A.SD.
ULTIMATE
A.SD.
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
10Z6
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
1 44.9
94.4
56.6
> 25'-3o'
86.2
51.7
1 55.5
69.3
82.4
49.4
107.7
64.6
77.3
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
706.5
63.9
> so'-60'
97.3
58.4
730.3
78.z
92.9
55.7
1 121.5
72.9
1 87.2
L 52.3
109.9
65.9
-&ADING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & C A29INC (P S F) FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 FEf T
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
ST. LANE COUNTY UIILDrgG DlVlCinx
REVIEWED FOR Cfar `SCE
REVUMID SY
3)ATE
PLANS ARO FERMIT AWST BE Is'Z ON SOB
OR NO INSPECTION WILL BE MADE.
PEAK
ROOF
I'* LESS THAN 12-3"
L" GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
I A.S.D.
ULTIMATE
I A.S.O.
ULTIMATE A.S.D.
> 60' - 70'
91.5
54.9
167.7
700.6
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
755.0
93.0
> 9 ' D'
97.3
178.4
a
89.7
53.8
1579
94.7
> l o ' - 120'
100.5
0.3
184.2
1 10.5
92.5
55.5
163.0
97.8
> - 40'
103.2
189.2
113.5
95.1
57.1
167.4
100.4
> 1aD' - 1sD'
705.E
63.4
193.6
7762
973
58.4
171.3
102.8
> 160' - 180'
1OZ8
64.7
19Z6
118.6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
201.3
120.6
101.1
60.7
178.1 106.9
> 200' - 250'
114.1 1
68.5
209.2
125.5
105.2
63.1
185,1 111. 1
> 250' - 300'
1178
70.1
276.0
129.6
f08.5
65.1
791.1 114.7
127.0
72.6
221.9
133.1
711.5
66.9
196.3 1178
123.9
74.3
22Z I
136.3
114.1
1 68.5
200.9 120.5
126.4
75.8
231.8
139. 1
116.5
1 69.9
205. 1 123. 1
128.8
77.3
236.1
741.7
118.6
1 71.2
208.9 125.3
1.) THIS CERTIFIED 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 CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION 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 TIME 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 ULTIMATE AND A.S.D. 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 (eq., SPREADSHEET, OPENING SCHEOULE/TAK£ OFF SHEET, ETC.).
INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE COND1770AIS
AND FOR ALL ROOF
SLOPES.
;K L = STORM PANEL LENGTH.
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
U"-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
0 -"'f `f5 i
00 &j
No. 44167
2074 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS, ACCORDION & B44 MA SHUTTERS *** SCALE
RISK CAT. 11 BOGS o6liVI5
L E C WIND PRESSURE CHART GATE
T lESIING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
W. JM. sL m. Jas. NRWNN ceF�OVS n JTI66 EXPOSURE D, Kd = 0.85 75- 188
cone : (JW 71-15M . £m : (Ja*671-IWI �,, ttocNirnw mm ruv. mm DRAWING No
EB-0006719
WALTER A TILLIT Jr. P.E. r wo n-In /1Mrs J _ _
FLORIDA Lic. i 44767 z z. mwnas hobs I I SHEET 1 OF I