HomeMy WebLinkAboutProject Information RAMMS ENGINEERING, II C. RECEIVED
2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILD114G CODek2d 2 2021
Robert S. Monsour, P.E. FI # 11955 /0006024 ASCE 7-16 WIND COO�ucie County
DESIGN WIND LOADS (LBS/SQFT) Kd = �85 ermitting
FOR 170 MPH WIND ZONE File p
t4giff& Exterior Zones (4&5 -Walls) Positive Pressures Y
Exposure D For the 170 mph Wind Zone CATEGORY 2 BLDG.
OV 19 2 Effective Wind Area (or, Tributary'Area) in Square Feet
10 20 30
St.Lu 40 ' 50, 60
Ifflum 1.00 0.95 0.92 0.89 0.86 _ 0.86
46.1 44.0 42.8 41.9 41.3 `40.
20 48.3 46.1 44.9 44.0 43,�O> e\\ 42�7
25 50.1 47.9 46.5 45.6 ,-424`.9,�I° \144)3
30 51.9 49.6 48.2 47.2 �4,6.5 \, �45'9
40 54.6 52.1 50.7 49.7 \\48,9 ,\"�48.2
50 56.8 54.3 52.8 51.7 50.2
60 58.6 56.0 54.4 53:3\\\\52F5 51.8
Interior Zone (4 -Walls) Negative Pressures \ ��AATE
Exposure D Forthe 170 mph Wind'Zone GORY 2 BLDG.
Effective Wind Area (or, !%buti6' Area) in Square Feet
Height 10 20 ,,\3,0'\ -40 50 60
Maximum -1.10 -1.05 -102'� \,-0.99 -0.9�8 -0.96
5 -50.0 -47.9--,\\-r46.7\`� -45.8 -451 2 -44.
20 -52.4 -50.2\ ))_ -49.,0/ -48.1 -47'14 -46.8
25 -54.4 152.1 `\<�--50 8- -49.8 -4911 -48.5
30 -56.3 , `"54:0 \`,-,.52.6 -51.6 -50 9 -50.3
40 -59.2 `7\ , -55.3 -54.3 -5315 -52.9
50 -61 6 \�-50 1N�/' -57.6 1 -56.5 1 -5517 -55.0
60 _ ;63.6\ `460!9 -59.4 -58.3 -5714 -56.8
Exterior Zones(5\Walls.)Negative Pressures
Exposure D For the 170 mph Wind Zone CATEGORY 2 BLDG.
Effective Wind Area(or, Tributary Area) in Square Feet
Height �\ 10 20 30 401. 50 60
Maxlrnum\\ -1.40 -1.29 -1.23 -1.19 -1.115 -1.13
-61.7 -57.6 -55.1 -53.4 -52d 1 -51.0
\\-20\ -64.7 -60.3 -57.8 -56.0 -54!6 -53.4
\25 -67.1 -62.6 -59.9 -58.1 -5616 -55.4
30r -69.5 -64.8 -62.1 -60.1 -58!6 -57.4
40 -73.1 -68.2 -65.3 -63.2 -61!7 -60.4
50. -76.1 1 -71.0 -68.0 -65.8 -64:12 -62.8
60 -78.5 1 -73.2 -70.1 1 -67.9 -66l2 -64.8
NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE 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% of least horizontal dimension or 3 ft. (h = mean roof height in feet).
THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEER]NG.ALSO,THF,SE
TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY
ROBERT MONSOUR.
FiL
RECEIVED
.NOV 12 Z021
�i permittingM 1N nfU�AS1i31'1 SCHE33S U
unit Wall Shutter Shutter Shutter Storm Anchor Header Storm Mullion
No. Pressure Width Height Span Bang Spacing Reinforce Panels Type
Inter/End VertlHorz Req'd Req'd Bolted
YIN YIN
Interior End TOP
EndTo N n
Z +yam 2'` Uert Bottom
n o {� (�
Interior End TOP j,It
3 + 19 Vol NibBot't�m
Is►teriOtEnd 1 `/� TOP/a,r I!
'f +��• _�I�1.6 I �� rr �.r r V Ir� Bottom
InteftEnd Top
d rr
S + 0• _4`�•� tal �r $ ,lrr V fr� Baton
6 InterioEnd A Top(O' rt
13 r` 83 Bottt°m IV
Interior End Top
Bottom
�Inte�rlorEnd TOP :I Bottom
Interior End TOP
+
_ Bottom
InteriorEnd :��BOUDM
+
Interior End 7Top
Bottom
InteriorE T�Botttoin
InteriorEnd TopB°t°m
Interior End Top
_ Bottom
�tedor End Top
Bottom
Interior End TOP
Bottom
Interior End TOP
+
8attom
Interior End F1Top
+
SOttom
InteriorEnd TOP
+ Bottom