HomeMy WebLinkAboutBUILDING SCHEMATICWAMG'S WK RME HEIGHT m DESM WIND PREWME FOR COMPONENIS A CLADDNG (&S.F.) FOR ASGE-Z--10 - PF.4K ROOF HEIGHT LEW THAN OR EQUAL TO 60
BASIC WiND SPEED = 170 mph RISK CATEGORY /I BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK
ROOF
I- LESS THAN 7-9"
0- GREATER OR EQUAL THAN 7�9- AND
� LESS THAN 72�3"
I" GREATER OR EQUAL THAN 12�3-
HEIGHT
POSMVIE
NEGATIVE
POSITIVE
NEG477VE
POSITIVE
ME&477W
(h)
UL77MATE
A.S.D.
ULTIMATE
A.S.D.
UL77WTE
I A.S.D.
ULTZM47E
AS.D.
UL77MATE
A.S.D.
ULTIMATE
A.S.D.
0' - 15'
76.4
45.8
102.4
61.4
7J. 0
43.8
95.5
5Z3
68.5
41.1
86.4
51.8
* 15�20'
80.4
48.2
1OZ6
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
798
--47 9
--TO4.4
62.6
74.8
44.9
94.4
56.6
> 25-JC'
86.2
51.7
115.5
69.3
82.4
"9 4
1077
-iT4 -
6
-77 -3
64
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
0'
r>
94.J
56.6
126.2
75.7
0.0
54.0
1177
70.6
84.4
50.6
106.5
63.9
50"-60-
9Z3
58.4
1 130.j
78.2
9L2.
55.7
121.5
72.9
BZ2
52.3
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE FIE$PONSIBILfry OF THE
rONTRACTOR OR RECORD
SU"INWS PEAK ROOF HESHT m DESIGN NW PRESSURE FOR COAPMENES & CLADDW (8S.F.) FOR ASCE 7-10 - PEAK ROOF HFJGHT 9MTER THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
FILE COPY
PEAK
ROOF
I- LESS THAN 12-5"
1' GREATER OR EQUAL THAN 12�3"
HEIGHT
POSITIVE
NE"TIVE
FEC471VE
(h)
ULTIMATE
A.S.D.
MnMATC
A.S�D.
ULTIMATE
A.S.D.
UL777M4TE
I
A.S.D.
* 60' - 70'
91.5
54.9
16Z7
100.5
84.3
50.6
148.4
87-0
* 70' - 80'
93.6
56.2
171.6
103.0
86.2
1'* 7
_9
151.9
n
91.1
* 80' - 90'
95.6
4
-
5Z4
175.2
105.1
88.0
8
52.8
155.0
9j. 0
* 90' - 100'
97.3
. . 3
5---
8.4
---
178.4
107.4
89.7
5j. 8
15 9
1579
94.7
1100.5
00.5
&L01M
� T84 2
jffa2j5jj
.92.5
55.5
16 . 3.0
97.8
* 120' - 140'
703.2
61.9
189.2
1 IJ.5
95.1
5z 1
167.4
100.4
* 140' - 160'
105.6
6J.4
19J. 6
116.2
9zi
58.4
171.3
162.8
* 160' - 180'
1078
64.7
19Z6
118.6
99.3
59.6
174.9
104.9
* 180' - 200'
109.8
65.9
201.3
120.8 1
101.1
60.7
178.ii
106.9
* 200' - 250'1
114.1
68.5
209.2
125.5
105.2
al -I
--TB-51
111.1
* 250' - JOG'
1IZ8
1 70.1
1 216.0
129.6
108.5
&5 -1
-Tq -11
-114.7
* JOO' - 350'
121.0
72.6
227.9
133.1
m
111.5
66.9
196.J
liza
* 350' - 400'
123.9
74.3
22Z 1
136.3
114.1
68.5
200.9
120.5
* 400' - 450'
126.4
75.8
2JI.8
139.1
116.5
69.9
205.1
123.1
* 450' - 500'
128.8
77.J
236.1
141.7
118.6
--
7712
_2
08-9 1
125.J
HQ
1.) THIS CERTIFIED SIGNED AND SEALED MUD LOAD CHART. PREPARED BY WS ENGINEER, BASED ON ASCE 7-10, FOR A &4SIC WIND SPEED OF 170 MPH, AND
APPI-XAHLE RISK C47ECORY BUILDING & D(POSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT
2.) THIS WND LOAD cH4Rr MUST BE SIGNED, SEALED AND DATED By THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT.
3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN K7ND PRESSURE a4sEo ON THIS GENERIC wND LOAD CHART
MAID PRESSURES ARE UL77M4727 AND A.S.D. PRESSURES.
4.) THIS WND LOAD CHART SIALL BE CONSIDERED INVALID IF ALTERED BY ANY ME4NS.
5) DESIGN WND LOAD SELECTED BY THE CONTp4C7OR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPAR47E DOCUMENT PREPARED BY
THE CONTRACTOR OR PERMIT HOLDER (. 9. SPREADSHEET OPENING SCHEDULf;1?AKF OFF SHEET ETC)
ST. LUCIE COUNTY BUILDING.O�IV ION
REVIEWED FOR COMI
PLANS AND PERMIT MUST BE VAPT qN JOB
SITE OR NO INSPECTION(S) WILL.,9E MADE
ac,
Is
4
St.
uc/b C041,17 4,
WDIC47271) DESIGN WIND PRESSURES
CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
AND FOR ALL ROOF
SLOPES.
L = STORM PANEL LENGTH,
ACCORDION SHUTTER
BLADE LENGTH OR BAH4MA
SHUTTER HEIGHT.
PRODUCTS WHICH BEAR A
MARI-DADE COUNTY OR A
SrATE OF' FLORIDA APPROVAL
go I G%Al
I
0
4-1
THESE PLANS AND ALL. PROPOSED WORK
ARE SUBJECTTO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
w MAY BE NECESSARY IN ORDER TO
Ik 17L6r COLqPLY wml ALL APPLICABLE CODES.
NO-44167
OF
6ft....
2017 (6th EDITION) FLORIDA BUILDING CODE - BRoWARD, PALM BEACH, MAR77N, ST. LUCIE & INDAN RIVER COUNTIES
ASCE 7-10 / WIND PRESSURE CHART L.C.
STORM PANELS, ACCORDION & BqAW SHUT7ERS DRAWN BY
DA IF
RISK 04T B BLDGS 08109117
ILIECO-INC, WIND PRESSURE CHART
FnMG & ENG BASIC WIND SPEED = 170 mph 17-194
EXPOSURE D. Kd 0.85
EB-0006719 mm I m I DRAWING M.
WALTER A TLUr Jr. P.E, P�t/,l i i
FLORIDA Lk. , 44167 2 1 1 1 4 1 SHEET I or I