HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPON TITS A CLADDING (&SF.) FOR ASCE 7-f0 - P AK ROOF HEIGHT LESS THAN OR EauAL rn 6o FEET *'
BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L" LESS THAN 7'-9"
L" GREATER OR EQUAL THAN 7'-9" AND
LESS THAN 12'-3"
L" GREATER OR EQUAL THAN 12'-3'
HEIGHT
PQS/AYE
NEGATIVE
PoSmVE
NEGAnYE
POSITIVE
NEGATIVE
--(h)
-OLAMATE_
_AS.D.__ULAWTE__A.SD._
ULTIMATE__
A_SD_-
_UL7 uyA
_-ASD.
ULTIMATE
ASD.
ULTIMATE
ASD.
o' - 15,
76.4
45.8
1 102.4
67.4
73.0
43.8
95.5
5Z3
68.5
1 41.1
86.4
51.8
> 15'-20'
80.4
46.2
1076
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
1. 79.8
4Z9
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-30'
86.2
51.7
115.5
69
1 82.4
49.4
7077
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
1 75.7
1 90.0
54.0
11Z7
70.6
84.4
50.6
106.5
63.9
> 50'-60'
97.3
58.4
130.3
78.2
92.9
55.7
121.5
72.9
8Z2
52.3
709.9
65.9
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COM&LIAWCE
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSIVAE FOR COMPONENTS & cLADDING (P S FF,) FOR ASCE 7 /0 PEATY ROOF H EGHT GMTER THAN an FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
u to
RE C CEIVED ONCEALED CA
MAR 0 2 2018
L
Lucie County, Permitting
PEAK
ROOF
I' LESS THAN 12-3"
1' GREATER OR EQUAL THAN 12'-3'
HEIGHT
POS 1VE
NEGATNE
PoSIT/VE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
I A.S.D.
ULTIMATE
A.S.O.
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
1030
86.2
51.7
151.9
91.1
> 80' - 90'
95.6
57.4
175.2
105.1
88.0
52.8
155.0
93.0
> 90' -100'
973
58.4
778.4
1074
89.7
538
1579
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 120' - 40'
103.2
789.2
95.1
571
1674
100.4
1aD' - 16o
f05.
63.4
193.6
716.2
97.3
58.4
171.3
102.8
> 160' - t80,
107E
64.7
1976
1 f .6
99.3
59.6
174.9
104-9
> 180' - 200'
109.8
65.9
201.3
120.8
101. 1
60.7
178.1
106.9
> 200' - 250'
1 14. 1
68.5
209.2
125.5
f 05.2
63. 1
185.1
11 1. 1
> 250' - 30O'
117.8
70. 1
216.0
129.6
108.5
65. 1
791.1
114.7
> 300' - 350'
121.0
72.6
221.9
133. 1
1 f 1.5
66.9
796.3
717.E
> 350' - 400'
123.9
74.3
22Z I
f36.3
114.7
68.5
200.9
120.5
> 400' - 450'
126.4
75.8
231.8
139.1
116.5
69.9
205.1
123.1
128.8 1
77.3 1
236.1
141.7 1
118.6 1
71.2
208.9 1
125.3
NO
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 1NFORM4AON 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 PERMN HOLDER FROM THIS WIND LOAD CHART SHALL BE /ND/C47ED ON A SEPARATE DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET, OPENING SCHEDULE/7AKE OFF SHEET, ETC.).
IENEHS OR A11ACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
1I+� o p. II((��'r�� .
,,C...S,
N0.44167
S
'o t s7sim OF =
G.
ZONE AND INTERIOR ZONE COA
AND FOR ALL ROOF
SLOPES.
* L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BLAO£ LENGTH OR RANAMA
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
M/AMI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
PI
ito �E�rp,
2017 (6th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & B4HW SHUTTERS **x DRAWN BY
RISK CAT. Il SLOGS 08109117
L E C C I m o, WIND PRESSURE CHART DATE
JT TESTING & ENGINEERlh CQYPANY BASIC WIND SPEED - 170 mph
MW. l6M. 81 S MS. NR " GIRUDVS R, M166 EXPOSURE D. Kd = 0.85 17- 194
I-.: (3GHIJI-Ism. F.: (m9)871-I6Jf DRAWING No
EB-0006719 '¢' �' wrz ay. Im uzavm8 arz
WALTER A TILLIT Jr. P.E. I aIe Is -Tee
FLORIDA Uc. B 44167 . /I SHEET I OF I