HomeMy WebLinkAboutPROJECT INFORMATIONB_UlLD1KG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS d CLADDING (P.SF,) FOR ASG£ 7 10 PEW ROOF HETrur Lsec THAN no snueL To an sssr
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, AP
TM£NT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
I- LESS THAN 7'-9"
L•• GREATER OR EQUAL THAN 7'-9` AND
LESS THAN 12'-3"
L" GREATER OR EQUAL THAN 12'-3"
HEIGHT
POSmYE
NEGATIVE
POS/7IVE
NEGA77VE
POSTIVE
NEGATIVE
(h)
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIMATE
ASD.
0' - 15'
76.4
45.8
102.4
61.4
73.0
43.8
95.5
573
68.5
1 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
90.6
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
f07.7
64.6
773
46.4
974
58.4
> 30'50'
90.7
54.4
121.4
72.8
86.6
520
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' 1
973
56.4
130.3
1 78.2
92.9
1 55.7 1
121.5
72.9
87.2
52.3
109.9
65.9
BUILDING'S PEAK ROOF HEIGHT vs D cN N HUD PRESSURE FOR CIMPONEW r A CLADDING (&S F) FOR ASCE 7 f0 PEAK ROOF HEIGHT GMTER THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
MAR 0 2 2018
ST. Lucie County
PEAK
ROOF
L'* LESS THAN 12-3'
1- GREATER OR EQUAL THAN 12'-3'
HEIGHT
POS/NYE
NEGATIVE
POSITIVE
NEGATIVE
(h)
ULTIMATE
A.SD.
ULTIMATE
A.S.O.
ULTIMATE
A.S.D.
ULTIMATE
A.SD.
> 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
1030
86.2
51.7
757.9
91.1
> 80' - 90'
95.6
57.4
175.2
105.1
88.0
52.8
155.0
93.0
> 9o, - 100'
973
58.4
178.4
107.4
89.7
53.8
157.9
94.7
> 1Do' - 120'
700.5
0.3
184.2
1 0.5
92.5
55.5
163.0
978
> 120' - 14'
103.
- 61.9
189.
113.5
95.1
571
167.4
100.4
> 1 0'
105.6
1931
97.3
58.4
171.3
102.8
> 160' - 180'
107.8
64.7
1976
1 118.6
99.3
59.6
174.9
104.9
> 180' - 200'
109.8
65.9
201.3
120.8
101.1
60.7
178.7
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. 7
191.1
114.7
> JOO' - 350,
121.0
72.6
221.9
133. 1
171.5
66.9
196.3
717.8
> 350' - 400'
123.9
74.3
2271
136.3
114.1
68.5
200.9
120.5
> 400' - 450'
->-4so=- sDD'-
126.4
_128;8=
75.8
= 77-3 -
231.8
�36-1-1-14.1-7=
139.1
116.5
-178.-6==7-1-2=
69.9
205. 1
208.9-
123 11
- 125.3-
NOTM.
1.) THIS CERIMED 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 INFORMA77ON FOR A SITE SP£CIBC PROJECT.
2.) THUS 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 UU MATE AND ASD. 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 SCHEDULA/7AK£ OFF SHEET, ETC-).
No.44167
•o STATE OF JP
CONCEALED FA$TENCRRORATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
INDICATED DESIGN WIND PRESSURES
CORRESPOND 70 THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES
** L - STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR H4H4M4
SHUTTER HEIGHT.
.Ik* PRODUCTS WHICH BEAR. A
M61W-DADS COUNTY OR A
STATE OF FLORIDA APPROVAL
PE pf (�
41
/ ft3- 06"S
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C MyLIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
2017 (6th ED1770N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDMM RIVER
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & BAH" SHUTTERS xxx DRAWN BY
RISK CAT. Il BLDGS 06109117
L E C O 1 N e. WIND PRESSURE CHART DATE
A TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph
RNI=w. em Sb. J03. NRGWN GtBIEI'4 A M166 EXPOSURE D, Kd = 0.85 17- 19`I
f67t-ISTp. For: (=)671-lWI rsr. o+xe+nv� m>< my ua DRAWING No
EB-0006719
WALTER A 77LLT Jr. RE a oin a-164
FLORIDA Dc. d 44167 71 SHEET I OF I