HomeMy WebLinkAboutBUILDING SCHEMATICSBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CL ADDIMO (8S F.) FOR A= 7-10 - P£AK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ak
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) -
MAR 27'018
Lucie County, Permitting
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'-J"
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.SD.
ULTIMATE
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
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
79.8
47.9
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-30'
86.2
51.7
115.5
69.3
82.4
49.4
107.7
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'-6O'
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
872
52.3
109.9
65.9
SCANNED
BY
St. Lucie County
INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDMONS
AND FOR ALL ROOF
SLOPES.
* L = STORM EL
ACCORDION SHUTTER
BLADE LENGTH OR BAWMA
SHUTTER HEIGHT
PRODUCTS WHICH BEAR A
MbW1-DAD£ COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S FjFOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak
BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS .
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
i 5 CONTRACTOR OFRECORD
I S(D.I a
ST.. LUCIE COUNTY'
BUILDING DIVISION
REVIEWED
FOR COM L
REVIEWED BY
DATE 4
MUST BE KEPT ON J06 OR
NO INSPECTION WILL BE MADE
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.
UL77AIATE
A.S.D.
ULTIMATE
A.S.D.
> 60' - 70'
91.5
54.9
167.7
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
57.4
175.2
105.1
88.0
52.8
155.0
93.0
> 90' - 100'
973
58.4
178.4
1O74
89.7
53.8
157.9
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
978
> 120' - 140'
103.2
61.9
189.2
713.5
95.1
57.1
167.4
100.4
> f - fsD
105.6
193.6
116.2
973
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
178.1
106.9
> 200' - 250'
114.1
68.5
209.2
125.5
105.2
63. 1
185.1
111.1
> 250' - 30O'
117E
70.1
216.0
129.6
108.5
65.1
191.7
1 f4.7
> 300_350'
_121.0
72.6
221.9
133.1
111.5
66.9
196.3
117.8
> 350' - aoo'
123.9
74.3
227. 1
136..J -
174.-1-
6B:5
200:9'
-120'5=
> 400' - 450'
126.4
75.8
231.8
139.1
176.5
69.9
205.1
123.1
> 450' - 500'
128.8
773
236.1
141.7
118.6
77.2
208.9
125.3
N07E4
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 INFORMAT/0N 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 B45ED 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 PREP49 0 BY
THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
�S, .00 ZENse 46
Np, 44167
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDGW RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & B4H4M4 SHUTTERS *** DRAWN BY
_ RISK 04T. If BLDGS 08109117
L E C O I N e. WIND PRESSURE CHART DATE
r TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17_ 194
W. 36Y�. S5Yt.,, Sfe. JDS
G l6AGINA D&M R M166 EXPOSURE D, Kd = 0.85
bn.: 00.6]6/I-Ism. rv: IJ0.61671-16JI _-.. _._ DRAWING No
RECEIVED
MAR 2 7 c018
ST_ Lucie County, Permitting
CONCEALED FASTENERS OR ATTACHMENTS
ARE THG RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
RESIDENCE
PAWO