HomeMy WebLinkAboutDesign Wind Load Dataone ;Opy
RAM MS ENGINEERING, INC.
2100 W 76 ST. #311, HIALEAH, FL0RIDA,.3301.6-FLORIDA BU .' 0
RobertS. Monsour,. P.E..:FI:#-1.1.955./'0006024 AS 0 IANC
DESIGN WIND LOADS-(LBS/SQFT) - 8
fOR 170 MPH WIND ZONE �I:��UNTY
Interior & Exterior Zones (4&5 Walls) Positive Pressures CI
Exposure D For the ' 170 mph WindZone CATEGORY 2 BLDG.
Height.
Maximum
Effective
Wind -Area (or,' Triqutary
Area) in,.Square Feet -
1.00
0.95 :. -
0.92.
0.89
0.88
0.86
44.0.
: 4..,
41.3.!
�40.7
20 ..: " :
. 48.3
46:1
4 .9 :..
44:0
43.
. 4 7 .
`25 -
50.1
•47:9
46:5 .
45.6
4:''
\ 44)
. 30. :
: 51.949:6
.
. , 48.2
47:2
(46.5
� . 9
40 :
54.6 .
52.1
50.7
49,7
\�8.9
�'/48.2
.56..8
54.3
.52.8
.50.2
6.0
58:6
56.10
54.4
P.5' '
5 '
51.8
:'Interior; Zone.{4 . Walls).,Negative.-Pressures
..Exposure D For the .:. �•170 : . • mph ,i Zo e�CATEGORY 2 BLDG; .
ffk (l.,
Height
Maximum
- Effective,
Wind Area `- r ri
uta in: Square Feet
:. 10..
20
-X
.: 40.-
:50.
60.....
-1.10
-1.05:
A
�=0.99
-0:98.
-0.96
-45.2
-44.6.
' 20: - . :.
-52.4 ' ..
-50.2�9.0
748.1
-47:4 ..
-46.8
25 .
-54.4 :.�2:1:
Y
; ^'50..'. .
-49.8
749.1
-48.5
30 :.
=56:3 .
`-5�9
��52.6
-51':6
-50.9
. -50.3
40 `.
=59:2 �
=
-55. 3'.
-54.3
-53.5
-52.9 .
50. ' ..
-61.6 . '
\ _ -5a1!
. -57.6
-56.5
-55.7
-55.0
60
-59.4.
-58.3
-57.4
-56.8
::Exterior Zones (5- a Is) N' gative- Pressures :.
Exposure, D �ror the 170. , .mph Wind Zor'e CATEGORY 2 .BLDG,
H } gh't.:,"..
'. iVlax{,,
=ffective
Wind��Area (orjributa.ry
Area) in Square.Feet ". '.
10,;
:. 20,..
30, :.
40
50: :. .
".: ; 60
-1.29: ..
-1:23 ..
:1..1.9
=1.15
-1.13 .
5 :..
:.. -61.7 :
-57-.6
-55.1
.-53.4 ..
-52.1
-51.0
-64:7 .
-60.3 ..
:-57.8
=56.0
- -54.6 , .
-53.4
5:
-67:1
-62.6.
-59:9
'-58:1
-56.6
=55.4.
-69,5
=64.8 .
-62A .
-60.1
=58.6
=57.4
40 : ' .
-73.'1 '
-68.2
-65.3
-63.2
-61.7
-60.4
50
-76.1
. -71.0
=65.8
2 :
-62.8
60
-78:5 ..
-73.2.
:-7.0.1:.
-67:9
-66.2:. ..
-64.8. .
NOTE: AN 8%. REDUCTION OF THE LOADS SHOWN ABOVE _MAYBE TAKEN.FOR FLAT ROOFS.
Length. of End Zone (a): 10%.of least horizontal dimension or .4 h; .Whichever is smaller,
but not- less .than,'4%o. of least horizontal.dimension:or 3:ft;'(h mean roof height. in feet).
15E - ARE NOT T * BE REPRQDU'CED, i * r ,_ ULE OR PART
WITI=iOUT`WRI?'TBN PBRIVIISSION�BY RANIl125=ENGII�TEERING: �1I.S0T1rIE.SE' -- _ �a =� - =-
R STALLATION SCHEDULE
Unit
'Nall
Shutter
Shutter
Shutter
Storm
Anchor
Header
Storm
Mullion
No.
Pressure
Width
Height
Span
Bars #
Spacing
Reinforce
Panels
Type
Inter/End
Vert/Horz
Req'd
Req'd
Bolted
YIN
YIN
Intleri ,sEnd
+jr� - "f' l
�a S rr
rJ n r`
1 /�3 J
V
I r I'r
Top ' o r
ff
Bottom
, I
V
/�
KM
Inten rEnd
/ r\
Top orr
ottom
/"
Interior End
&A
Top ( Q r
Bottom
IV
Interior End
+���'- SO.G
32r'
Soli
e C -f-
Top 1 d rr
orr
Boom
5�
7no E ad
_ �.
y s ,r
5 0 rr
V ear t
N�
Bottom
Interioer End
+yN _ N `1
6 5 rr
5 0 11
,/�
�I i
/(f
/ " /
Top d rr
I
Bottom
Interior End
_ I j
/ " /
Top rr
1�' Or!
Bottom
/U
In�terio End
�„s�
t
V`rT
Top
oBtm
Al
�j
1
Interior End
+ uG•` _ $e.0
:ZI !
5 rl
i l
v �'
Top 100
BottomIltt
1"
PA
10
InteriVnd
+ N_ y-�} ��
q 5 t'
/
s 0 r r
V l
lU
Top 0 r
$ot om
N
�'
,� IA
I)
Interio End
+
5 fl rr
Vzft
U '
Top 0 n
� i0rf
A
f
h
i
Inten End
+ ��
3 2'r
!r
V u
�
Top, O f
Bottom
I "
IV
I" li
Interior End
510
Top 0 r
Bottom
Interior End
Top
-
Bottom
Interior End
Top
-
Bottom
Interior End
Top
+
Bottom
-
Interior End
Top
Bottom
Interior End
Top
-
Bottom
Interior End
rTop
Bottom
-