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DEC S ® 2�'��
�. WAS ENGINEERING, I - p Kd = .85PE
2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BULDING CODE, 0 1Cle�Ca71�
Rbbert S. Monsour, P.E. FI# 11955/0006024 ASCE 7-10 urity, FL
DESIGN WIND LOADS (LBS/SQFT) FOR 170 MPH WIND ZONE
Interior 8y Exterior Zones (4&5-Walls) Positive Pressures e"EC401ey 11 ]BUILDINGS
Exposure D For the 170 mph Wind Zone
Effective Wind Area or, Tributary Area in Square Feet
Height 10 20 30 40 50 60
Maximum 1.00 0.95 0.92 0.89 0.88 0.86
15 46.1 44.0 42.8 41.9 41.3 40.7
20 48.3 46.1 44.9 44.0' 43.3 42.7
25 50.1 47:9 46.5 45.6 44.9 44.3
30 51.9 49.6 .48.2 47.2 46.5 45.9
40 54.6 52.1 50.7 49.7 48.9 48.2
50 56.8 54.3 52.8 51.7, 50.9 50.2
60 58.6 56.0 54.4 53.3 52.5 51.8
Interior Zone (4-Walls) Negative Pressures C&MGMIT Yx BUILDINGS
Exposure D For the 170 mph Wind Zone
Effective Wind Area or, Tributary Area in S uare Feet
Height 10 20 30 40 50 60
Maximum -1.10 -1.05 -1.02 -0.99 1 -0.98 -0.96
15 -50.0 -47.9 -46.7 -45.8 1-45.2 -44.6
20 -52.4 -50.2 -49.0 -48.1 -47.4 -46.8
25 -54.4 -52.1 -50.8 -49.8 1-49.1 -48.5
30 -56.3 -54.0- -52.6 -51.6 -50.9 -50.3
40 -59.2 -56.7 -55.3 -54.3 -53.5 -52.9
50 -61.6 =59.1 -57.6 -56.5 -55.7 -55.0
60 -63.6 -60.9 -59.4 -58.3 1-57.4 -56.8
Exterior Zones (5-Walls) Negative Pressures ji uviijwxNw,s
Exposure D For the 170 mph Wind Zone
Effective Wind Area or, Tributary Area in S uare Feet
Height 10 20 . 30 40 50 . 60
(Max mum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13
15 -61.7 -57.6 -55.1 -53.4 -52.1 1.(
a y
20 -64.7 -60.3 -57.8 -56.0 5 ` s -53.; ;
25 -67.1 -62.6 -59.9 -58. 5 &_-55. k;C0� ' .
30 -69.5 -64.8 -62.1 ' -60. $ 57.4
40 -73:1 -68.2 -65.3 -63.2 -61.7 -60.4 /
50 -76.1 -71.0 -68.0 -65.8 -64.2 1 -62.8
60 -78.5 -73.2 -70.1 -67.9 -66.2 -64.8
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). f
AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO
4 EUVE')
r IL4.. t
aO P DEC 20 2016
INSTALLATION SCHEDULE PERMITTING
St.Lucie County, FL
i
Unit Wall 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
PSF Y/N Y/N
ThZedorEndL� i,/ Top
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Interior End '`d Top
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Interior End VP N 1A tj LA
311-5
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Interior End Tap
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Veat' �j 1A q
Interior Endaa Top
+96
ve xt
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Interior End Top
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InteriorrVnd Top
LL D
+ `0 J �(; �
,-,Bottom
Irate'o�I nJd Top
o +�$ °� �� �/ a ottom
` $'7 �� v E i"4.t q •3 i
Inte'or�End Tap
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7ior�Eud Tap
ottom
Intej'or End Top
+
Inte'or End Top
+ ottom
Into�End Top
+ ottom