HomeMy WebLinkAboutWIND PRESSURE CHARTOWWW'S PEAK ROME HEMBE vs DEMN. WMfD- PRESSURE F70A COA&MMETS A QADPJM (&S-F.) MR A5ff,7_- 10 - _PEAK ROOF _H0GHT LES5 THAN OR EQUAL TO 60
BASIC I SPEED = 170 mph RISK CATEGORYBUILDINGS
ICGJ/LCIVIlf7L, Mr"fVCIMCIVI OV/LUI/VUJ QG ULIMMrNUTAL 17UILUI/VGJ (ITC/AIL, Y[)7ULCJ1iLLf COIdCEIILEDFASTENERS Oi:Ait�iCHItic. AI ritut: PLANS AND RE SUB SUBJECT TO AY
L p RPOSED WORK
ARE THE RESPONSISILITY OP THE REQUIRED BYFIELQjV$0E QNBPOSdly1CTIO WORK
NS
l► I ne eernrll MAYBE N(rCE33Aiabatc�e�ien►r:+nn,a►,..___-_
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
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.
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
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
671
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
77.3
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/-60'
97.3
58.4
130.3
78.2
92.9
55.7
121.5
72.9
87.2
52.3
109.9
65.9
-pF►NA:filWROER TO
APPLICABLE OADB®,
INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
*a1C L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
�C �C AIC PRODUCTS WHICH BEAR A
MIAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
&ARM01 PEAK ROOF HEIGHT es DESM WIND PRESSURE FOR COA/PONENTS & CLADDING (P.S F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
=RECEIVED
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.
ULTIMATE
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
15119
91.1
> 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
> 120' - 140'
103.2
61 ,9_
189.2
113.5
95.1
57 1
167.4
100.4
> 140' - 16 0 '
105.E
L63� 4--J1
193.6
f 16.2 41
973
58.4
171.3
102.8
> 160' - 180'
107.8
R4. 7
197.E
118.6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
201.3
120.8
101.1
60.7
17& 1
106.9
> 200' - 250'
114.1
68.5
209.2
125.5
105.2
63.1
18511
111. 1
> 250' - 300'
117.8
70.1
216.0
129.6
108.5
65.1
191.1
114.7
50'
121.0
72.6
221.9
133.1
111.5
66.9
196.3
117.8
00'
123.9
74.3
2271
136.3
114.1
68.5
200.9
120.5
ff40O' 50'
126.4
75.8
231.8
139.1
116.5
69.9
205.1
123.1
00'
128.8
773
236.1
141.7
118.6
71.2
208.9
125.3
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 INFORMATION FOR A SITE SPECIRC 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 SELEC77ON 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 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/TAKE OFF SHEET ETC.).
/KOF"°s Lti��"TON BST. LLCIE COi\
FOR C �
REVTF.vv
G
UEVIENVED BY
DATE T MUST BE KEPT ON JOB
PLAN 'AND P IL
O NO R�SPEC'TION WILL BE hIADE•
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** DRAWN BY
RISK CAT. l/ BLDGS 08109117
l.lLlEC0lllC.\ WIND PRESSURE CHART DATE
TILLIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 1 7_ 194
6355 N.W. 36th. St., Ste. 305, V/RGIMA GARDENS; R. 33166 EXPOSURE D. Kd
Phone (305)871-1530 . Fax: (305)871-1531 DLn�ePJnII �� xtv N0 DRAWING No
EB-0006719
WALTER A. 77LUr Jr. P.E.r OLD 15-188 /o9/l 3 i ISHEET 1 OF 1
FLORIDA Lid. f 44167 s 4