HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HESHE vs DESIGN W/ND PRESSURE FOR MHPON NTS EF Cl-ADDING (P.M.2 FOR ASCE 7 90 PEAK ROOF HEIGHT LESS THAA OR EQuAl TO BO F ET
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
SCANNED
BY
St. Lucie Cnlir
PEAK
ROOF
L** LESS THAN 7'-9"
L** GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
I- GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITNE
I N£GARVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.O.
ULTIMATE
A.SO.
ULTIMATE
A.SO.
ULTIMATE
A.S.O.
0' - 15'
76.4
45.
102.4
61.4
73.0
43.8
95.5
573
68.5
41.1
86.4
51.8
15'-20'
SOLI
48.2
1076
64.5
76.8
46.1
100.4
60.2
72.0
43.2
90.8
54.5
> 20 -25'
83.6
50.2
17 1.9
67. 1
79.8
47.9
104.4
.8
44.9
94.4
56.6
> 25'-30'
86.2
SILT
175.5
69.3
82.4
49.4
107.7
3
46.4
g7.4
58.4
> 30'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
q87.2
.2
48.7
702.4
61.4
> 4D'-sD'
94.3
56.6
126.2
75.7
90.0
54.0
1177.4
50.6
106.5
63.9
> 50'-60'
973
58.4
130.3
78.2
92.9
55.7
727.5
52.3
109.9
65.9
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S FF.) FOR ASCE 7 f0 PEAK ROOF H GHE ORce TER THAN an ccET
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
FILE COPY
IfDt- o33IR�
LUCIE COUNTY BUILDING DIVISION
VIEWED FOR COiyPJ1PbCE
VE.IfTU➢ lay�Y
FE I- O-/ SP
►NS APO PERMIT MUST BE X71ErT ON JOB
NO INSPECTION WILL BE MADE.
PEAK
ROOF
O" LESS THAN 12-3"
I' GREATER OR EQUAL THAN T2'-3"
HEIGHTt
ITIVE
NEGATIVE
POSR/VE
NEGATIVE
(h)
A.S.O.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'54.9
167.7
100.6
84.3
50.6
148.4
89.0
> 70' - 80'56.2
171.6
1OYO
86.2
51.7
151.9
91.1
90'57.4
175.2
105.7
88.0
52.8
155.0
93.0
> Bo' - 1Da'58.4
178.4
f074
897
53.8
1579
94.7
100' - 120'
60.3
184.2
110.5
92.5
55.5
163.0
1 978
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
57. 1
167.4
1 100.4
> 140' - 160'
105.6
53.4
193.6
116.2
973
58.4
171.3
j f02.8
> 160' - 180'
107.8
54.7
197.6
118.6
99.3
59.6
774.9
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
631
185.1 111.1
> 250' - 300'
7178
70.1
216.0
129.6
108.5
65.1
191. 1 714.7
> 300' - J50
127.0
22.5
221.9
133.1
111.5
66.9
196.3 117.8
> 350' - 400'L
74.3
227.7
136.3
114.1
68.5
200.9 120.5
> aoD' - 45D'
75.8
231.8
1391
1165
69.9
20>
450' - 500'
77.3
236. 1
141.7
718.6
71.2
208.9 125.3
SC I.J THICEER77RED SIGNED AND SFALED 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 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.) 7MS 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.g., SPREADSHEET, OPENING SCHEOULE/TAKE OFF SHEET, ETC).
* INDICATED 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.
PRODUCTS WHICH BEAR A
MIAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
PE c
0 G\At
ry.
No. 44167
2014 (51h EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART AS SHOWN
STORM PANELS ACCORDION & BAH4MA SHUTTERS *** SCALE
RISK CAT. # BLOCS 0611 V15
L F C ®o n C. WIND PRESSURE CHART DATE
T TEsnNG a ENGINEERING COMPANY BASIC WIND SPEED = 170 mph JS-1 SS
W. J6N. b Ma JW,, NRGINN g DENS R. J7166 EXPOSURE D, Kd = 0.85
Mne: (3PJIB71-1=. I=: (JM)971-i5J1 DRAWING No
�-I SHEET 1 OF I