HomeMy WebLinkAboutBUILDING SCHEMATIC8-4#LD/NG'S PEAK ROOF NE/GNT vs DES/GN WIND PRESSURE ML COMPONENTS A CLADDING (&SF.) FOR AM'E 7 f0 PEAK ROOF HUGHT LESS Tueu OR EQUAL TO 60 ccrr
FILE C®PY BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS &COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OP THE
CONTRACTOR OR RECORD
FILE COPY
PEAK
ROOF
L" LESS THAN 7'-9'
L" GREATER OR EQUAL THAN 7'-9' AND
LESS THAN 12'-3'
Ls• GREATER OR EQUAL THAN 12-3'
HEIGHT
POSIRVE
NEGATIVE
POSITIVE
NEGATIVE
PosmV£
NEGATIVE
(h)
ULTMATE
A. SD.
ULTIMATE
A.S.D.
UL77MATE
A.S.D.
ULTIMATE
A.S.D.
UL77MATE
A.S.D.
ULTIMATE
ASA
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
> 75'-2D'
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
773
46.4
974
58.4
> 3O'-40'
90.7
54.4
121.4
72.8
86.6
52.0
113.3
68.0
1 81.2
48.7
702.4
61.4
> 40'-50'
94.3
56.6
126.2
75.7
90,0
54.0
1177
70.6
84.4
50.6
106.5
63.9
> 5D'-sD'
973
58.4
130.3
78.2
92.9
55.7
121.5
72.9
872
52.3
109.9
65.9
WAD/NG'S PEAK ROOF NE/GM vs DESIGN WWD PRESSURE FOR COMPONENTS A CLADDING (P S Fj FOR ASCE 7 10 PEAK ROOF HE/HT GMTER THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL WHOI FI;Al F)
SCANNED
BY
St. Lucie County
LANS AND ALL PROPOSED VJORK
EJECT TO ANY CORRECTIONS
:D BY FIELD INSPECTORS THAT
NECESSARY IN ORDER TO
'WITH ALL APPLICABLE CODES.
PEAK
ROOF
L" LESS THAN 12-3'
L' GREATER OR EQUAL THAN 12'-3'
HEIGHT
Film E
NEGATIVE
POSD/VE
NfGADVE
(h)
ULTIMATE
A.SD.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
ULTIMATE
A.S.D.
> 6 '
91.5
1677
84.3
50.6
148.4
89.0
> 70' - e
93.6
56.2
171.6
103.0
86.2
51.7
151.9
91.1
- s0'
95.6
.4
175.2
88.0
52.8
155.0
93.0
> 90' - 100'
973
58.4
178.4
7074
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'
103,2
61.9
189.2
113.5
95. 1
57.1
1674
100.4
> 140' - 160'
105.6
63.4
793.6
116.2
97.3
58.4
171.3
102.8
- 180'
707.E
64.7
1976
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' - 3001
1178
70.1
216.0
129.6
108.5
65.1
1911.
114.7
> 300' - 350'
121.0
726
221.9
133. 1
111.5
66.9
196.3
1 f7.8
0'
> 3Lll-
123.9
74.3
2277
136.3
114.1
68,5
200:9
120.5
> 40'
126.4
75.6
231.8
139.1
116.5
69.9
205.1
123.1
> 40'
128.8
773
236.1
141.7
118.6
71.2
208.9
125.3
N07E5:
1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, B4SED ON ASCE 7-10. FOR A BASIC WIND SPEED OF 170 MPH, AND
APPLICABLE RISK CATEGORY BUILDING & E(POSURES, 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED 70 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 UL71MATE AND ASD. PRESSURES.
4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID /F 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 SCHEDULE17AKE OFF SHEET, ETC.).
ST. LUCIE COUNTY BUILDING DIV N�I/!I 71/11�
REVIEWED FOR COMPLIANCE / �A /jJ A
PLANS (AND PEhMIY-fo(UST BE KEPTo JOB
SITE OR NO INSPECTIONS) WILXA MADE
* INDICATED DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
*aY L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT
PRODUCTS WHICH BEAR A
M14MI-DAD£ COUNTY OR A
STATE OF FLORIN APPROVAL
EPKf tfl-)
o GO'
2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N, Sr. LUCIE & INDIAN RIVER