HomeMy WebLinkAboutPROJECT INFORMATIONe
li
W&DING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR Q91MEMEM A C AWIM (&S-F.) FOR ASG£ 7 10 PEAK ROOF HE/CNT LESS TH4N Og mueT To 60 FEET �r
BASIC WIND SPEED = 170 mph RISK CATEGORY H 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 1 GREATER OR__EQUAL-THAN-12-3'-
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
'POSITIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULIINATE
A.SD.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.ULPNAT£
68.5
A.S.D.
ULTIMATE
A.S.D.
-O' 15'
-76 4-
45.8-
-102.4-
-61-4-
-73.0-
43.8-
-95..5-
- 573
1 41.1
86.4
1 51.8
> 15'-20'
80.4
48.2
107.E
64.6
76.8
46.1
100.4
60.2
72.0
43.2
90.8
54.5
> 20'-25'
836
50.2
111.9
67.7
79.8
47.9
104.4
62.6
74.6
44.9
94.4
56.6
> 25'-30'
1 86.2
51.7
115.5
69.3
i82.4
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
1133
68.0
81.2
48.7
102.4
61.4
> 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
72.9
87.2
52.3
109.9
65.9
CORRESPOND TO THE MAXIMUM
ZONE AND INTERIOR ZONE COh
.. AND FOR ALL ROOF
SLOPES.
** L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR 34MW
SHUTTER HEIGHT.
*�: * PRODUCTS WHICH BEAR A
MWMI-DAOE COUNTY OR A
STATE OF FLORIDA APPROVAL
AWLDING'S PEAK ROOF HEIGHT vs DESIGN WIND PR SSURE FOR COMPON NTS & CLADDING (PS.F� FOR ASGE 7 f0 PEAK ROOF HE/ HT MTER THAN 60 F E7 *
BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS
RESIDENTIIL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
LRECEIVED
MAR 0 2 2018
cie County, Permitting
`iU
PEAK
ROOF
L** LESS THAN 12-3'
L** GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
I A.SD,
ULTIMATE
A.S.D.
ULTIMATE
A.SD.
ULTIMATE
A.SD.
> 60' - 70'
91.5
54.9
167.7
100.6
84.3
50.6
148.4
89.0
> so'
36
56.2
86.251.7
151.9
91.17D'
> 80' - 90'
95.6
57.4
175.2
105.1
88.0
52.8
155.0
93.0
> 90' - 100'
97.3
58.4
178.4
107.4
89.7
53.8
1579
94.7
> 100' - 120-
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 1 ' - 40'
703.2
61.9
189.2
95.1
571
1674
100.4
16
105.E
63.4
193.
116.2
973
58.4
171.3
102.8
107.8
197.6
118.6
99.3
59.6
174.9
104-9
> lao' - 2DD'
109.8
65.9
201.3
120.8
101.1
60.7
178.1
106.9
> 200' - 250'
714.1
68.5
209.2
125.5
705.2
63.1
185.1
111.1
> 250' - 300'
1178
70.1
215.0
129.E
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
> 350' - 400'
1239
74.3
227.1
136.3
114.1
68.5
200.9 _
120.5
> ao0' - 450'1
126.4
75.8
231.8
139. 1
116.5
69.9
205.1
123. 1
> 450' - 500'
128.8
773
236. 1
141.7
118.6
71.2
208.9
125.3
JYOIESi
I.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-lo, FOR A BASIC WIND SPEED OF 170 MPH, AND
APPLICABLE RISK C47ECORY BUILDING & EXPOSURE$ 15 COMPLETELY GENERIC AND DOES NOT PROWD£ INFORMATION FOR A SITE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER TF USED 70 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 IWAUD 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;ITAKE OFF SHEET, ETC.).
- U ub
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C ANCE
REVIEWED BY
DATE
PLANS AND PER
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
d°�.Tl �'rg
N0.44167 e
1.-' S%ONAU��- .
? pf (o )
t{EGO
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, SL LUCIE & IND14N RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANEL$ ACCORDION & B4H44A SHUTTERS *** DRAWN BY
I.
�o RISK CAT. ll BLOGS 08/09/17
E C O l b e. WIND PRESSURE CHART DATE
STING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
n. s sr.. xx w6GMd G49DM a Mies IXPOSURE D, Kd = 0,85 17- 194
(.wsfe7l-rsw . Fm : (xs)a7r-rs3r DRAWING No
E6-0006719 are Iav x. otsuvmx ma
WALTER A HLLIT Jr. P.E r au rs-Tee /r s SHEET I OF i
FLORIDA U'c. 44167 r