HomeMy WebLinkAboutPROJECT INFORMATIONBURDMN S PEAK ROOF HEIGHT s`dESIGN WM PRESSURE FOR COMPO,- lS A CLADDING M F,) FOR ASGE 7-10 - PEAK ROOF HEIGHT LESS THAN v - "saueL TO 60 F ET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
I- LESS THAN 7'-9"
ILESS
I' GREATER OR EQUAL THAN 7'-9' AND
THAN 12'-3"
L" GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULNMATE
A.S.D.
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
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
479
104.4
62.6
74.8
44.9
94.4
56.6
86.2
51.7
115.5
69.3
82.4
49.4
107.7
64.6
77.3
46.4
974
58.4
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.0
81.2
48.7
702.4
61.4
94.3
56.6
-126.2
75.7
90.0
54.0
117.7
70.6
84.4
50.6
106.5
63.9
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
87.2 1
52.3
109.9
65.9
SCANNED .
BY
St. Lucie County
INDICATED DESIGN WHO PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDMONS
AND FOR ALL ROOF
SLOPES.
* L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR B4HAM4
SHUTTER HEIGHT.
** PRODUCTS WHICH BEAR A
M14MI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (8S.F,) FOR ASGE 7-10 - PEAK ROOF HEIGHT GMZFR THAN 60 cccr ar
BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
L" LESS THAN 12-3'
L" GREATER OR EQUAL THAN 12'-3-
HEIGHT
P05I7IVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
T A.S.O.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
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
103.0
86.2
51.7
151.9
91.1
> 80, - 90'
95.6
574
175.2
105.1
88.0
52.8
155.0
93.0
> 90' - 100'
973
58.4
178.4
1074
89.7
53.8
1579
94.7
> )00' - 20'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 20' - If'
103.2
61.9
189.2
113.
95.1
571
167.4
100.4
> 1aO - 160'
105.6
6 .4
193.6
973
58.4
171.3
f02.8
> 160' - 180'
107.8
64.7
1976
118.6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
201.3
120.5
101.1
60.7
178.1
106.9
> 200' - 250'
114.1
68.5
209.2
125.5
105.2
63. 1
185.1
111. 1
> 250' - 300'
117.8
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300, - 350'
121.0
72.6
221.9
133.1
111.5
66.9
196.3
117.8
> J50' - 400'
123.9
74.3
2271
136.3
174.1
68.5
2009.
120.5
> 400' - 450'
126.4
75.8
231.8
139.1
116.5
69.9
2051.
123.1
> 450' - 500'
128.8
773
236.1
141.7
1 118.E
1 71.2
1 208.9
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
APPUC4BLE 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 /F USED TO OBTAIN A ONE TIME BUILDING PERMIT.
3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART.
WIND PRESSURES ARE ULTIMATE AND A.S.O. 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 SCHEDULPIAKE OFF SHEET, ETC.).
til
/79-ooS'�
8T LUCIE UNTYBUILDLNGDIVSSION
REVIEWED FOR LIANCE
REVMWUD ➢Y 4
DATE /Q- /_ / 7
PLANS APd� P RrifITE�"MI7ST BE ICE ONJOB
OR NO INSPECTION IVML BE MADE.
•��jCENSF •.•'�
No. 44167
PE p `r{ a
�ExG�j
2014 (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 & B4HAM4 SHUTTERS SCALE
RISK 04T. 1/ SLOGS 0611V15
11 L 1 C C O, N c. WIND PRESSURE CHART DATr
jr TESTING & ENG/NELi1P/N0 COMPANY BASIC WIND SPEED - 170 mph
N.W. Jsm. a J Jab MIX c<aoEHS O. JJIse EXPOSURE D, Kd = 0.85 15- 188
Imam : (JOS)9n-IDJO . Fa.: (JM)87I-IWI u(: N• 4ou��ncw as r¢r. � czsanvmw ar< DRAWING No
£B-0006719
WALTER A. NLLTT Jr. P.E. I a0 II -In v/Is J
FLORIDA Lic. f 44167 z 1 . 4aMIm' /m/Ie z SHEET 1 OF i