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MECAWind Version 2.1.1.4 per ASCE 7-10 St• Lude County
" .T^^=^ h- �. *'^•^^^^Axes, Inc. Copyright 2014 www.mecaentezprises.com
Date Zuhair M. Jafloul, P.E.
e Florida .Consulffing Engineers; Inc. Project No. '
Destgnea By . :. SAND DOLLAR SHORES CONDOMINIUM
sit 134 NW tM Street, Suite 1 �p u�ame ' 7430 South Ocean Drive; Jenson Beach, Florida
stat: Boca futon, Florida 33432 Prof Location :- -.
`"`e Phone: (561) 353-1152
"lt'`°°a
srec Prose re All Heights Building (Ch-27 Part 1)
A.0 pressures shown are based upon ASD Design, with a Load Factor of .6
Basic Wind Speed(V) = 170.00 mph
Structural Category = II_ Exposure Category D
Natural Frequency = N/A Flexible Structure No
Importance Factor 1.00 Kd Directional Factor = 0.85
Damping Ratio (beta) = 0.01.
Alpha = 11.50 Zg = 700.00 ft
At = 0.09 Bt = 1.67
.Am = 0.11 BM = 0.80
Cc = 0.15 1 650.00 ft
Epsilon 0.13 Zmin 7.00 ft
Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg
Ht: Mean Roof Ht = 70.00 ft Type of Roof = Monoslope
RHt: Ridge Ht - 70.06 ft Eht: Eave Height = 70.00 £t
OH: Roof Overhang at Save-- .00 £t Roof Area = 7200.00 ft^
2
Bldg Length Along Ridge = 160.00 ft Bldg Width Across Ridge= 45.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm• 0.6*Ht - = 42.00 ft
lzm: Cc* (33/Z:n)^0.167 - 0.14
Lzm: 1*(Zm/33)^Epsilon = 669.89 ft
Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91
Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89
Gust Factor summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildingsr GCpi .
GCPi Internal Pressure Coefficient = +/-0:18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind -Force Resisting Systems
i
Zuhair M. Jalloul, F.r.
Florida Consulting Engineers, Inc.
134 NW 16m Street, Suite 1
00
Boca Raton, Florida 33432
Phone:(61)353-1152
L
z
E.
Kh: 2.01*(Ht/Zg)A(2/Alpha)
Kht: Topographic Factor (Figure 6-4)
Qh: .00256*(V)^2*I*Kh*Kht*Kd
Cpww: Windward Wall Cp(Ref Fig 6-6)
Roof Area
Reduction Factor based on Roof Area
SAND DOLLAR SHORES CONDOMINIUM
lal
1.35
1.00
50.81 psf
0.80
7200.00 ft^2
0.80
MWFRS-Wall Pressures for Wind Normal to 160 ft wall (Normal to Ridge)
Wall
Cp
Pressure
Pressure
-------------
----
+Gcpi (Pof)
----------
-GCpi (Ps£)
----------
Leeward Wall
-0.50
-30.74
-12.45
Side Walls
-0.70
-39.38
-21.09
Wall
Elev
Rz
Rat
qz
Press
Press
Total.
ft
..
Paf
+GCpi
-Grpi
---- "_
+/-GCpi
-_______-
Windward
70.00
1.35
1.00
50.81
-25.41
43.70
56.15
Windward
76.00
1.35
1.00
50.81
25.41
43.70
56.15
Windward
68.00
1.34
1.00
50.56
25.23
43.53
55.98 _
Windward
66.00
1.33
1.00
50.30
25.06
43.35
55.80
Windward
64.00
1.33
1.00
50.03
24.87
43.17
55.62
Windward
62.00
1.32
1.00
49675
24.69
42.98
55.43
Windward
60.00
1.31
1.00
49.47.
24.49
42.79
55.24
Windward
58.00
1.30
1.00
49.18
24.30
42:59
55.04 .
Windward
56.00
1.30
1.00
48.88
24.09
42.39
54.84
Windward
54.00.
1.29
1.00
48.57
23.88
42.18
54.63
Windward
52.00
1.29
1.00
48.25
23.67
41.96
' 54.41
Windward
50.00
1.27
1.00
47.93
23.44
41.74
54.19 '
Windward
48.00
1.26
1.00
47659
23.21
41.52
53.96
Windward
44.00
1.00
46.87
22.73
41.02
53.72
Windward
44.00
2.25
1.29
1.00
46.67
22.73
41.02
47
53:97
Windward
42.00
1.23
1.00
46.50
22.47
40.76
53.21
Windward
40.00
1.22
1.00
46.10
22.20
40.50
52.95
Windward
38.00
1.21
1.00
45.69
21.92
40.22
52,67
Windward
36.00
1.20
1.00
45.27
21.63
39.93
52.38
Windward
34.00
1.19
1.00
44.82
21.33
39.62
52:07
Windward
32.00
1.18
1.00
44.35
21.01
39.30
51.75 ..
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Florida Consulting Engineers
134 NW 16th Street Sufl "
Boca Raton, Florida 334
Phone: (561) 353-1152
140.0 £t to 160.0 ft
SAND DOLLAR SHO: NDOMINIOM
7430 South Ocean Drive, Jenson Bea4h, Florida
-0.30 -22.10 -3.81
Parapet:
Qp: Pressure at Top of Parapet = 51�19 psf
Type of Parapet = Solid Top Elev. of Parapet = 3.00 ft
Parapet -Windward = 76.78 psf Parapet -Leeward Press = -5.19 psf
v
NECAWind version 2.1.1.4 ASCE 7-10
Developed by MCA Enterprises, Inc. Copyright 2014 www.mecaenterprisea. com
Date Project No..
many Zuhair M. Jallouli P.E. Designed By ;
Florida Consulting Engineers. IOC. Description
CitAddress,, customer Name a SAND DOLLAR SHORES tON[)OIVIINIUM
State ��}� 134 NW 16th Street, Suite 1 •'rroj Location ; 7430 South Ocean Drive; Jenson Beach, Florida
Fill 10 v/ Boca Raton, Florida $3432 t.°nd i
Phone: @61) 3534152
Za 2a
h
was
3
2
�3
Heieht> 60 ft.
a-- 2--i--, 3 111 2a
.
'2
a
Roof 2 . 17 3
Rind
Pressure on
Components
and Cladding (Ch 30
Part
AU pressures shown are based upon ASD Design,
with a Load Factor
Width of Pressure Coefficient Zone
^a^ = 4.5 £t
Description Width
span
area zone
Max Min
Max P Min p
Elev
-------------------------------------------------------------------------------
Et
ft
ft^2 .
GCp Gap
psf psf
ft
zone 1
10.00
2.00
20.0 1
.00 -1.31
16.00 -75.79
70.0
zone 2
10.00
2.00
20.0 2
.00 -2.16
16.00-119.71
70.0
Zone 3
10.00
2.00
20.0 3
.00 -2.18
16.00-119.72
70.0
Zone 4
10.00
2.00
20.0 4
0.90 -0.90
54.88 -54.88
70.0
Zone 5
10.00
2.00
20.0 5
0.90 -1.80
54.88-100.61
70.0
WINDOWS
3.00
3.10
9.3 4
0.96 -0.90
54.88 -54.88
70.0
WINDOWS
3.00
3.10
9.3 5
0.90--2.80
54.88-100.61
70.0
DOORS
3.00
6.70
20.1 4
0.90 -0.90
54.86 -54.86
70.0
DOORS
3.00
6.70
20.1 5
0.90 -1.80
54.96-100.55
70.0
Khcc:Comp. & Clad. Table 6-3 Case 1
Qhcc:.00256*V^2*1(hcc*1(ht*Kd
= 1.3
50.8 psf
Parapets Components s Cladding (Ch 30 Part 4, Para 30.7.1
Pressures taken from Table 30.:7-2 at top of Parapet and multiplied by Exposu
Adjustment Factor (RAF-1.147), Topographic Factor (Rzt = 1.00) and Reductio
(RF = 1.0). The effective area for the parapet is 10 sq ft CO.929 sq m];to;
conservative which makes the Reduction Factor 1. '!
3
cuna(r M. Jalloul, P.E.
Florida Consulting Engine `,Inc
134 NW 161) Street Suk
Boca Raton, Florida 33432
Phone: (561) 353-1152
Windward parapet
LoadCMA
A
lL
SAND DOLLAR SHOR"—,JNDOMINIUM
7430 South Ocean Drive, Jenson Bead, Florida
Leeward parapet
Load CaseB
Topofparnpet '
Load Case A - Apply Positive Wall Pressure to Front and negative roof pressure to
back.
p1:
Positive Wall
Pressure on Front of Parapet
(Zone 4)
- 63.59
psf
pl:
Positive Wall
Pressure on Front of Parapet
(Zone 5)
= 63.59
psf
p2:
Negative Roof
Pressure on Back of Parapet
(Zone 2)
=-127.53
psf
p2:
Negative Roof
Pressure on Back of Parapet
(Zone 3)
_-173.84
psf
Load Case B - Apply Positive Wall Pressure to Back and Negative Wall Pressure to the
front.
p3: Positive Wall Pressure on Back of Parapet (Zone 4)
p3: Positive Wall Pressure on Back of Parapet (Zone 5)
p4: Negative Wall Pressure on Back of Parapet (Zone 4)
p4: Negative Wall Pressure on Back of Parapet (Zone 5)
63.59 psf
63.59 psf
-55.52 psf _
_-101.83 psf .
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Zuhair M. Jalloul, P.E.
Florida Consuitlng Englim . m
134 NW lm 86r+eet, $111tB i
Boca Raton, Florida 33432
Phone. 58 3-1152
Vvmdwmd pampat
' LWACMA
P1
W
SAND DOLLAR SHORES CONDOMINIUM
7430 South Ocean Orivve Jenson_Beach, Florida
LeeaaW parapat
LoadCneBB mac.
Load Case A - Apply Positive Wall Pressure to Front and negative roof pressure to
back.
pl:
Positive Wall Pressure on Front of Parapet
(Zone 4)
— 63.59
psf
pi:
Positive Wal1 Pressure on Front of Parapet
(Zone 5)
- 63.59
psf
p2:
Negative Roof Pressure on Back of Parapet,
(Zone 2)
_-127.53
psf-
p2:
Negative Roof Pressure on Back. of Parapet
(Zone 3)
_-173.e4
psf
Load Case B - Apply Positive Wall Pressure to Back and Negative Wall Pressure to the
front.
p3:
Positive Wall Pressure on Back of
Parapet
(Zone
4)
63.59 psf
p3:
Positive Wall Pressure on Back of
Parapet
(Zone
5)
63.59 psf
p4:
Negative Wall Pressure on Back of
Parapet
(Zone
4)
_ -55.52 psf
p4:
Negative Wall Pressure on Back of
Parapet
(Zone
5).
_-101.83 psf
�L• L� a.I` 3S41/4c
DECANind Version 2.1.1.4 per ASCE 7-10
rnc. Copyright 2014 axe mecaehtenoriaeb.com
coveZuhalr M. ;laltmul, P.E.
Florida Coneuldng Erlgin86)S, InG o �iegneasJay . ;• SAND DOLLAR_ SHORES CONDOMINIUM
Citq 1,44 w 161(1 Street, 3uifi9:1 oeaorlption
state RatDn, Customer mama ; 7430 South Ocean Drive, Jenson Beach, Florida
FLU oic.,,aa Pros zonation :
Phone: 5611359-1152
All pressures shmm am
Basic Wind Speed(V)
_
Striiatural Category
=
Natural Frequency
Importance Factor
=
Damping Ratio (beta)
_
Alpha
_
At
=
Am
=
Cc
=
Epsilon
=
Slope of Roof
Ht: Mean Roof Ht
=
Mt.- Ridge Ht
=
ON: Roof Overhang at.Eave=
2
Bldg Length Along Ridge
=
t Beigbts Building (Ch 27 Fart 1)
'on ASV Design, with a Load Factor or '.6
iI mph
N/A
1.00
0.01
11:50
0.09
0.11
o'is
0:13
0:12
70.00 ft
70.00 ft
.00 ft
160.00 ft
Exposure Category D
Flexible Structure No
Ed Mirecticnal Factor 0.85
Zg , .
Bt
Bm
l
Min
Slope of Roof (Theta)
Type of Roof
Eht: Save Height
Roof Area
= 700.00 ft
1.07.
0.80
= 650.00 ft
700 ft
.00 Deg
s'Monoslope
= 70.00 ft
= 7200.00 ft^
Bldg Width Across Ridge- 45.00 ft
Gast Factor Category I Rigid Structures - Simplified Mathod
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 - 0.85
Gout Factor Category II gigid etruatures - Complete Analysis
Zm: 0.6*Ht = 42.00 ft
lzm: Cc*(33/Zm)^0.167 0.14
Lim: 1*(Zm/33j^Epsilon = 669.89 £t
Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.91
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*1zm))' = 0.89
Gut Factor Suminzy
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Intezaai Pressure Coefficients for tmilding , Gcpi
GCPi Internal Pressure Coefficient m +/-0.18
Figure 27.4-1 External Pressure Coeffiweats
CO - Loads on Main Wind -For" Resisting Spstams
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Flodde Consuitln® Engineer _1o.
134 NW 16th Street, Sul '— ggpp DOLLAR SHC'. CONDOMINIUM
t3hon ��' Fl53.1 ` 7430 South Ocean Drive, Jenson Florida
• one: 581)353.1152
140.0 ft to 160.0 ft -0.30 -22.10 -3.81
i
PdSSpaL:
Qp: Pressure at Top of Parapet 51`19 psf
Type of Parapet = solid Top Elev. of Parapet 3.00 ft
Parapet -Windward = 76.78 psf Parapet -Leeward Press m -51.19 psf
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