HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT m DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S F.) FOR ASCE 7 10 PEAK ROOF HEIGHT LESS THAN OR EFTLLAL TO 60 F£ET ak
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS THESE PLANS AND ALL PROPOSED WORK
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ARE SUNECT TO ANY C019RECTIONS
REQUIRED BY RLD II'SPEC T ORS THAT
:T
WAYbE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
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
POSITIVE
NEGATIVE
POSmVE
NEGATIVE
POSmV£
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
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
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
79.8
479
104.4
62.6
74.8
44.9
94.4
56.6
> 25'-30'
86.2
zil.7
115.5
69.3
82.4
49.4
1077
64.6
773
46.4
974
58.4
> 3o'-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
> 4D'-so'
94.3
56.6
126.2
75.7
90.0
54.0
1177
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
872
52.3
109.9
65.9
SCANNED
By
St. Lucie County
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (PSF,) FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 ccFr k
ILDI
R£SIDENTMLL, AIPARTMENT BUILDINGS & COMMERCIAL BUI DINGSWIND SPEED = 170 mph RISK CATEGORY //B(RETAIL,SWHOLESALE) :ONCDIEDFASTENERS ORATTACHMENT:
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
PEAK
ROOF
I- LESS THAN 12-3'
L" GREATER OR EQUAL THAN 12'-3'
HEIGHT
POSITIVE
NEGATIVE
PoSmVE
/1£CATIVE
(h)
ULTIMATE
A.S.D.
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
69.0
> 70' - 60'
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91. 1
> 8D' - 90'
95.6
574
175.2
105.1
88.0
52.8
155.0
93.0
> 9o, - Too'
973
58.4
178.4
1074
89.7
53.8
157.9
94.7
> 100' - 120'
100.5
60.3
184.2
110.5
92.5
55.5
163.0
97.8
> 120' - 140'
703.2
61.9
189.2
113.5
95.1
571
167.4
100.4
> 140' - 16 '
705.6
63.4
19J.6
116.2
973
58.4
171.3
102.8
1s0' - laD'
)07B
467
197.E
T1B16 7
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' - 300'
117E
70.1
216.0
129.6
108.5
65.1
191.1
114.7
> 300' - 350'
121.0
72.6
221.9
9
196.3
117.8
> 350' - 400'
123.9
74.3
227.1
200.9
120.5
> 400' - 450'
126.8
75.8
231.8
21a
9
205.1
123.1
> 450' - 500'
128.8
773
236.1
208.9
125.3
1.) THIS CERTIBED 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 INFORMATION FOR A SITE SPEC/F/C 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) CONITACTOR 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 AID. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVAUD 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 (mg., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).
�,,o��R w. 11 ,
• .......... 71
1
JCEN$,
S '
No.44167
-o •'s STATENil LV
loot-crzs
ST. LUCIE COUNTY
BUILDING DIVISI
REVIEWE
FOR COMP AN
REVIEWE Y
DATE ( 1
PLANS AND PER IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
>J: L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR B4gW
SHUTTER HEIGHT.
J * PRODUCTS WHICH BEAR A
MMMI-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
PEPpf (O -)
0Go'
2017 (61h EDITION) FLORIDA BUILDING CODE - BROWARD, PALM 864CH, MARTIN, ST. LUCIE & INDOIN RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS; ACCORDION & S~ SHUTTERS *** DRAWN BY
RISK GV: If SLOGS 08/09/17
L E C O 7 W/ND PRESSURE CHART DATE
STING & ENC/NfER/NQ COLPANY BASIC WIND SPEED = 170 mph �7- 194
rti se Sfe. JOS. YJICNW GWDOq fx J31fia EXPOSURE D. Kd = 0.85
(sosfan-1sTn .Env : Pas)a7r-Isar �y ors yn Im. iu mm rmn arr DRAWING No
EB-0006719
WALTER A TILL? Jr. P.E. r ao rs-Im /1 a SHEET 1 Of I
FL40RIDA lie_ 1 44767 ,