HomeMy WebLinkAboutPROJECT INFORMATIONSUADWO'S PEAK ROOF HEIGHT vs D£SICN WIND PRESSURE FOR COMPONENTS & CLADDING (j.F,) MR ASG£ 7 10 PEAK ROOF HEIGHT -Lim WAN OR EQUAL TO 60 cccr
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
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
POSRIVf
NEGATIVE
POSmVE
I NEGATIVE
!!OS/T/VE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
_ A.S.D.-_
_ ULT7W_TE,
ASD- _.
- ULTIMATE
-A.SD-
'_ULTIMATE-,=
A.SD._
-0'---15' --
-76:4-
45.8
102.4
61.4
730
438
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
47.9
104.4
62.6
74.8
4.-9-
56.6
> 25'-30'
86.2
51.7
115.5
69.3
82.4
49.4
-To-7 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
> 50'-60'
- 973
58.4
130.3
78.2
92.9
55.7
121.5 1
72.9
87.2 1
52.3
109.9
65.9
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MUNUM 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
M/AMI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR ASGE 7 f0 PEAK ROOF HEIGHT G-RUT R THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS '
RESIDENTTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL _ WHOI F.SAI F)
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
MAR 0 2'/018
ST. Lucie County, Permitting
PEAK
ROOF
L" LESS THAN 12-3'
L' GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(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.E
48.4
89.0
70' - BD'
93.6
5.2
17.
1030>
.
863
55L7
757.9
91.1
>
95.6
175.2
88.0
52.8
155.0
93.0
so' - 100'jl
973 ifs,58.4
178.4
10 .4
89.7
53.8
157.9
94.7
> 100 - 20'
100.5
184.2
92.5
55.5
163.0
978
> 120' - 140'
103.2
61.9
189.2
113.5
95.1
1 571
167.4
100.4
> 140' - 160'
105.6
63.4
193.6
116.2
973
1 58.4
171.3
102.8
> 160' - 180'
107.8
64.7
197.6
118.6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
201.3
120.8
101.1
60.7
178.7
106.9
> 200' - 250'
114. 1
68.5
209.2
125.5
105.2
63.1
185.1
111.1
> 250' - 300'
1178
70.1
1 216.0
129.6
108.5
65.7
191.1
114.7
> 300' - 350'
127.0
72.6
221.9
133.1
1 111.5
66.9
196.3
117.8
> 350' - 400'
123.9
74.3
227.1
136.3
114.1
66.5
200.9
120.5
> 400' - 450'
226.4
75.8
231.8
139.7
116.5
69.9
205.1
123.1
> 450' - 500'
728.8
773
236.1
141.7
118.E
71.2
208.9
125.3
N07FSr
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 PROWDE INFORMATION FOR A SITE SPECIFIC PROUECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER 1F USED TO OBTAIN A ONE 77M£ BUILDING PERMIT
3) COMRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULRMATE 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.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY Plc! D ir'ISPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALLAPPLICAULE CODES,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
N.
No.44167
�O •S STATE Vr l Ax
PE pF (0 i
N0Go'
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IN014N RIVER COUNTIES
ASC£ 7-10 / WIND PRESSURE CHART L.C.
STORM PANEL$ ACCORDION & 84HMW SHUTTERS *** DRAWN BY
RISK CAT. ll BLOGS 08109117
L E G O I k e. WIND PRESSURE CHART DATE
ET TESTING & ENG/NEER/NG COMPANY BASIC WIND SPEED = 170 mph
NW. !Me $f. 5la. JOS NRGl1w wAD015, fG JJlbg EXPOSURE D. Kd = 0.85 17-794
P/wne : (J04971-I5S0 . Fw : (")B71-IWI DRAWING No
EB-0006719 wrz
WALTER A RUIT Jr: P.E. r an rmw /i a
FLORIDA U, 6 44161 . - SHEET 1 OF I