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HomeMy WebLinkAboutENGINEERING PAPERWORKMECAWind Version 2.1.1.4 per ASCE 7-10 SCANNED
naoai^..e.r tie 1 . '^--'Qesr Znc. Copyright 2014 m .mecaentezprises. cam BY
Date Zuhair M. Jalloul REFlorida Consulting En 'veers; inc Project No. St. Lucie County
gn
134 NW 16th Street, Suite 1 designed By . :SAND DOLLAR SHORES CONDOMINIUM
. Description
star: customer Name : 7430 South Ocean Drive, Jenson Beach, Florida
Boca Raton,, Florida- 33432 Pro3 Location - -
Me Phone: (561) 353-1152 nit.mnd .
DiredU65EF Psoce re All Heights Building (Ch.27 Part 1)
All 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 = 1.07
A = 0.11 BM = 0.80
Co = 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
REt: Ridge Ht = 70.06 ft Eht: gave Height = 70.00 ft
OH: Roof Overhang at Eave= .00 ft 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/Zm)^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*lzm*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 Buildings, GCpi.
GCPi : Internal Pressure Coefficient =-+%-0:18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Mind -Form Resisting Systems
mac. r+'1 3 Wig- -
Zuhair M. Jalloul, F:r-.
�Florida Consulting Engineers, Inc.
� 134 NIN 16th Street, suite 1
Boca Raton, Florida 33432
Phone. (561) 353-1152
I,
K�
I:
Kh: 2.01*(Ht/Zg)A(2/Alpha)
Kht: Topographic Factor (Figure 6-4)
Qh: .00256*(V)A2*I*Kh*Kht*Kd
CPWW: Windward Wall Cp(Ref Fig 6-6)
Roof Area
Reduction Factor based on Roof Area
SAND DOLLAR SHORES CONDOMINIUM
161
1.35
1.00
50.81 psf
0.80
= 7200.00 ftA2
0.80
MWFRS-Wall Pressures for Wind Normal to 160 :Et wall (Normal to Ridge)
Wall
CP
Pressure
Pressure
---------------
----
+Gcpi (Psf)
-------�--
-GC151 (Psf)
Leeward Wall
-0.50
-30.74
-----------
-12.45
Side Walls
-0.70
-39.38
-21.09
Wall
alev
Rz
Rat
qz
Press
Press
Total.
--- - -------- --
ft
------
----
--"-
POE
--'-"-
+GCPi
-GCPi
+/-GCpi
Windward
70.00
1.35
1.00
-----
50.81
25.41
-------
43.70
---------
56.15
Windward
70.00
1.35
1.00
50.82
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
49.75
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
1.28
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
2.00
47:59
23.21
41.51
53.96
Windward
44.00
1.25
1.00
46.87
22.73
41.02
53.72
Windward
94.00
1.24
1.00
46.87
22.73
91.02
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:D7
Windward
32.00
1.18
1.00
44.35
21.01
39.30
51.15 J
FIO(Itl8 consulting Engine Inc.
134 NVU 16thStree54 , , 7'
Boca Raton, Florida �i �2
Phone:(561) 3353-1152
Windward
3D.00
1.16
1.00
43.85
Windward
28.00
1.15
1.00
43.33
Windward
26.00
1.13
1.00
42.77
Windward
24.00
1.22
1.00
42.18
Windward
22.00
1.10
1.00
41.55
Windward
20.00
1.08
1.00
40.87
Windward
18.00
1.06
1.00
40.22
Windward
16.00
1.04
1.00.
39.31
Windward
14.00
1.03
1.00
38.87
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof - Diet from Windward Edge
0.0 ft to 35.0 ft
35.0 ft to 45.0 ft
SAND DOLLAR SH' i CONDOMINIUM
7430 South Ocean Drive, Jenson Beach, Florida
20.67
38.97
51.42
20.32
38.61
51.06
19.94
38.23
50.68
19.54
37.83
50.28-
19.11
37:40
49.85
18.64
36.94
49.39
18.14
36.43
48.88
17.58--35.88
48-.33
17.29
35.58
48.03
Cp
Piessare
Presume
'
+GOpi(psf)
-GCpi(psf)
-1.04
-54:07
r-35.77
-0.70
-39.38
-21.09
MWERS-Wall Pressures for. Wind Normal to 45 ft mall (Along Ridge)
Wall
Leeward Wall
Side Walls
Wall.
Windward
Windward
windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Cp Pressure Pressure
+GCpi Uwfl -GCpi. (PSE)
-0.22-18.75� �-0.45
-0.70 -39.38 -21.09
Blow Sz Ezt qz
ft Psf
70.00 1.35 2.00 50.81
70.00 1.35 1.00 50.81
69.00 1.34 1.00 50.56
66.00 1.33 1.00 50.30
64.00 1.33 1.00 50.03
62.00 1.32 1.00 49.75.
60.00 1.31 1.00 49.47
58.00 1.30 1.00 49.18
56.00 1.30 1.00 48.88
54.00 1.29 1.00 48.57
52.00 1.28 1.00 48.25
50.00 1.27 1.00 47.93
-48.00 1.26 .1.00 47.59
46.00 1.25 1.00 47.24
44.00 1.24 1.00 46..87
42.00 1.23 1.00 46.50
40.00 1.22 1:00 46.10
39.00 1.21 1.00 45.69
36.00 1.20 1.00 45.27
34.00 1.19 1.00 44.82
32.00 1.18 1.00 44.35
30.00 1.16 1.00 43.85
28.00 1.15 1.00 43.33
26.00 1.13 2.00 42.77
24.00 1.12 1.00 42.18
22.00 1.10 1.00 41.55
20.00 1.08 2.00 40.87
18.00 1.06 1.00 40.12
16.00 1.04 1.00 39.31
14.00 1.03 1.06 38.87
Note: 1) Total = Leeward GCPi + Windward GCPi
hoof - Dist from Windward Edge
0.0 ft to 35.0 ft
35.0 ft to 70.0 ft
70.0 ft to 140.0 ft
Press
Press
Total
+G6pi
- ----
-GCpi
-------
+/-GOpi
---------
25.41
43.70
44.15
25.41
43.7D
44.15
25.23
43.53
43.98
25.06
43.35
43.80
24.87-
43.17
43.62
24.69
42.98
43.43
24.49
42.79
43.24
24.30
42.59
43.04
24.09
42.39
42.84
23.88
42.18
42.63
23.67
41.96
42.41
23.44
41.74
42.19
23.21
42.51
41.96
22.97
41.27
41.72
22.73
41.02
42.47
22.47
40.76
41.22
22.20
40.50
40.95
21.92
40.22
40.67
21.63
39.93
40.38
21.33
39.62
40.07
21.01
39.30
39.75
20.67
38.97
39.42
20.32
38.61
39.06
19.94
38.23
38.69
19.54
37.83
38.2E
15.11
37.40
37.85
18.64
36.94
37.39
18.14
36.43
36.88
17.58
35.88
36.33
17.29
35.59
36.03
cp Pressure Pressure
+Gcpi (pst7 -GCpi (psf) p
-0.90 -48.02 -29.73
-0.90 -48.02 -29.73
-0.50 -30.74 -12.45
f'L
rlonaa c:oneumng t:ngineers �
134NW 16th Street, SUiti SAND DOLLARSHOl :ONDOMINI -M
`v Boil Raton, Florida 334
Phone: (561) 353-1152 7430 South Ocean Drive, Jenson Bea#h, Aorida
140.0 ft to 160.0 ft -0.40 -22.10 -3.81
Parapet:
Qp: Pressure at Top of Parapet = 51 19 psf
Type of Parapet = Solid Top Elev. of Parapet = 3.00 £t
Parapet -Windward - 76.78 psf Parapet -Leeward Press = -51.19 psf _
NECAWind Version 2.1.1.4 ASCE 7-10
Developed by MECA Enterprises, inc. Copyright 2014 vw .mecaentemrises. com
Date Project No..
an Zuhair M. Jalloul; P.E. Designed By
Addy Florida Consulting Engineers, Inc. Description •SAND DOLLAR SHORES
state 134 NW 16th Street, Suite 1 customer Name
Fa� Location = 7430 South Ocean OrivE
Boca Raton, Florida 33432 t•°'nd
Phone: 561) 353-1152 a
PAI
------ --- ---' 3
2 (.
' '2
,
' -►i a
,
3 1 2. 3
WAS Heieht> 60 & Roof
Wind Pressure on Components and Cladding (Ch 30 Part
All pressures shown are based upon 4SD Design, with a Load Factor
Width of Pressure Coefficient Zone Pan = 4.5 £t
Description Width
Span
Area Sono
Maz Min
Maz P Min P
Elev
'
-''__---_--------------
£t
£t
£t^2
.
Ccp acp
peg 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 -2.18
26.00-119.72
70.0
Zone 3
20.00
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
WIEDONS
3.00
3.10
9.3
4
0.96 -0.90
54.88 -54.88
70.0
WINDONS
3.00
3.10
9.3
5
0.90 -1.80
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
54.86-100.55
70.0
Khcc:Comp.
& Clad. Table
6-3 Case 1
1.3.
Qhcc:.00256*V^2*Khcc*l(ht*Kd
50.8
Parapets Components 6 Cladding (Ch 30 Part 4, Para 30.7.1
Pressures taken from Table 30.:7-2 at top of Parapet and multiplied by Expose:
Adjustment Factor (RAF-1.147), Topographic Factor (Kzt = 1.00) and Reductio
(RF = 1.0). The effective area for the parapet is 10 sq f;to:]
conservative, which makes the Reduction Factor 1.
0
.6
psf
Factor
c.unair)n. ,)anoui, r.t:.
Florida Consulting Engine nd.
to134 NW 16thStreet, suite ,: —
BOW Raton, Florida 33432
Phone. (561) 353-1162
Load CMA=pgg
Ih
N
SAND DOLLAR SHORT= )NDOMINIUM
7430 South Ocean Drive. Jenson Beach Florida
Leeward
Load Cam � Top ofjruapet
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 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
Zoad 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 .
��r4?v`f�
FL, I.r<.,YY 3aWC
b33CAA1'ind Version 2.1.1.4 ASCE 7-10
DevelePed by MM Snterprisas, Inc. Copyright 2014 www.mecaeatemrises.�m
°� J AheirM. OU1, P.E. Protect Ro"
Adds Dedigned 8y
City Florida Conaulft E(Eineets, hic. Description
state 134-NW IM -customer tame : SAND DOLLAR SHORES CONDOMINIUM
FileIo 8tfida�_1 tt� cation 7430South Ocean DrimJensonBeadyRo-7riia
Baca Raton, Florida 33432 _
P one: (56) 1152 i
In
3a 2 3
----------------- 2a
r
2
' '2 '
, --►i a
1
3---r------------------- 3 I i 1 2,
WAS
Rnuf
Wind
P=w8=6 on
CamPonants
and Cladding
(Ch 30
1
Part,!3)
A11 pressures
shown are
based upon ASD
Design,
with a Load Factor
Width of Pressure 00e8210ient
Zone
nav - 4.5 ft
I-
owmiption Width
Span Area Zone
Mm Mn
Yds a Min P
31ev j
ft
ft ft^2
QCp 6'Cp
paf paf
ft..
zone--------'-----'--'-'--'-_'-----
Sono 1
I0.00 2.00 20'-.0---^---------------1 ..00 -1.31'
16.00 -75.79
70.0
Zone Z
10.00
2.00 20.0 2
.00 -2.18
16.00-229.72
70.0 i
Zone 3
10.00
2.00 .20.0 3
.00 -2.18
16.00-119.72
70.0.1
Za,e4
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
54.80-100.61
70.0 ;
wnwow3
3.06
3.10 9.3 4
0.90 -0.90
54. e8 -54.88
70.0
WINDOWS
3.00
3.10 9.3 5
0:90 -1.80
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
. 54.86-100.55
70.0 i
Khcc:Comp, a Clad. Table 6-3 Case 1 1.3�
Qhcc:.00256*"2*Khcc*Kiit*Kd = 50.81 psf
Parapets Components a Cladding (Ch 30 Part 4, Para 30.7.112)
Pressures taken from Table 30.7-2 at top of Parapet .and multiplied. by. Ezposuz]e -
Adjustment Factor (6AF-1.147), Topographic Factor (Kzt = 1.00) oaId ReduqtiorI Factor
(RF - 1.0). The effective area for the parapet is 10 aq ft [Qa)J28 q tie
conservative, which makes the Reduction Factor I.
Zu1Wr M. Jalloul, P.E.
Florida Consultlng Enginee�nc�
134 wVV Imn atrm OUIM 1
Boca Raton, Radda 33432
Phone. 853-1152
Wtudsmnl (rargc(
-Load CmwA
Fr
N
SAND DOLLAR SHORES CONDOMINIUM
700 South Ocean Orivve,e lenson.eeach, Florida
Leeaablpar�et
LoadCameB 7bpof
• Load Case A - Apply Positive Wall Pressure to Front and negative roof pzeasnre to
back.
pl:
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)
_-173.64
paf
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 paf
p4:
Negative Wall Pressure on Back of
Parapet
(Zone
5)
_-101.83 psf
�L. • < i c. � 3S�f/6
REMWind Version 2-1-1.4 PDX 4SCE 7i10
rmw7.1-.w I Inc. 0flFMdght 2014 ww.zeca btellia8eh.com
Hate zd*a Jellow, P.E.
ccepa Florida Coneu ftg-
Designed By
aware104 NWSerest, Su�9.1__ Description SAND DOLLAR SHORES CONDOMINIUM
Cjiym Castamer-game 7430 South OCean Drive, Jenson BeaCh, Florida
But( Boca Ratan.-PoldaI3432 PJ:0j Ldmtiap
Met
oa
ult.wnd
All 8"Otl Building (Ch 27 ft 1)
A-11 rt
pressures shown are based:UVOn ASD Design, with a Load Factor of .6
Basic wind Speed(V) 176.00 mph
Structural category z 11 . Exposure Category D
Natural Frequency N/A: Flexible Structure No
IMport'MFactor 1.60 Ed.Directional Factor
Danpim7 Ratio (beta) 0.01 0.85
Alpha 11450 Eg
At 0.09 St 700.60 ft
Am 0.11 Bm 1.07.
0.80
cc OAS 1 650.00 ft
Epsilon 0,13 Min
Slope of Roof 0 :*12 Slope Of Roof 7;00 ft
Ht: Mean Roof Ht .00 Deg
70 00 ft e of Roof Monoslope
Rat; Ridge Ht 70:00 ft Type
Eave Height 70.00 ft
OR: Roof Overhang at. Eave= .00 ft Roof Area 1
2 7200.00 ftA
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. Fr8q.>1 HE) use 0.95 = 0.85
Gest F&at*c Category 11 Rigid Structures - Complete Analysis
zm: 0. 6*Ht
lzm" Cc*(33/ZM)A0.167 42..00 ft
014
Lim* l*(Zm/33)AEpsilon 669.89 ft
0: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0. 63) ) AO. 5 = 0.91
Gust2: 0. 925* ( (1+1. 7 *Izm*3. 4*Q) (1+1. 7*3. 4*lzm) 0.89
Gust Pactor Summary
Not a Flexible Structure use the Lessor Of Gustl or Gust2 = 0.85
Table 26.11-1 internal Pressure C0QfEiCdQntG fox- Buildings, GCk3,i
GCPi : latezlftal Pzesm=e Coefficient . - +/-0.18
Figure 27.4-1. External pressure Coefficients
Cp - LOMAD CM I&I" WilMd-Force Mai ting System
Honda consulting Enginw- nd.
134 NW 16th Sbmt, SI -_
,
.
Boca Raton, Florida 13 .w
FMG. (561) 353-1152
Windward 30.00
1.16
1.00
Windward 28.00
1.15
1.00
Windward 26.00
1.23
1.00
Windward 24.00
1.22
1.00
Windward 22.00
1.10
1.00
Windward 20.00
1.00
1.00
Windward 18.00
1.06
1.00
Windward 26.00
1.04
1.00
Windward 14.00
1.03
1.00
SAND DOLLAR SHO CONDOMINIUM
74305outfi.9cean or)Mlenson.Beach. Florida
43.85
20.67
38.97
51.42
43.33
20.32-
38.61
51.06
42.77
19.94
38.23
50.68
42.28
29.54
37.93
50.28-
41.55
19.11
37.0
49.85
40.87
18.64
36.94
49.39
40.22
18.14
36.43
48.88
39.31
17.58
35.88
48.33
30.87
17.29
35.58
48.03
Note: 1) Total - Leeward GCK + Windward GCPi
Roof - Diet from Windward. Rd9e
0.0 ft to 35.0 ft
35.0 ft to 45.0 ft
CP PsrBoara Prosmae
-1.04 -54.07 M-35.77
-0.70 -39.38 -21.09
f
MEM Nall Pressures for Wind Normal. to 45 £t mall (Along Ridge)
Wall
CP
Pressure
Prawns
+GCpi
07sf)
-G6P1
(Psf)
Leeward Wall
-0.22
--18.75
~-0.45
Side Walls
-0.70
-39.38
-21.09
Wall
slow
Ez
Act
4r Press
Pram
Total
'
ft
Pat +GCpi
-(,tip'
+/-GCpi
----------------
Windward
------
70.00
---^
1.35
"---
2.00
"----- -------
50.81
25.41
-------
43.70
----"---
44.15
Windward
70.00
1.35
1.00
50.81
25.41
43.70
44.15
Windward
68.00
1.34
1.00
50.56
25.23
43.53
43.98
Windward
66.00
1.33
1.00
50.30
25.06
43.35
43.80
Windward
64.00
1.33
1.00
50.03
24.87
43.17
43.62
Windward
62.00
1.32
1.00
49.75
24.69
42.98
43.43
Windward
60.00
1.31
1.00
49.47
24.49
42.79
43.24
Windward
58.00
1.30
1.00
49.10
24.30
42.59
43.04
Windward
56.00
1.30
1.00
49.88
24.09
42.39
42.84
Windward
54.00
1.29
1.00
48.57
23.88
42.18
42.63
Windward
52.00
1.28
1.00
48.25
23.67
41.96
42.41
Windward -
50.00
1.27
1.00
47.93
23.44
41.74
42.19
Windward
48.00
1.26
1.00
47.59
23.21
41.51
41.96
Windward
46.00
1.25
1.00
47.24
22.97
41.27
41.72
Windward
44.00
1.24
1.00
46.87
22.73
41.02
41.47
Windward
42.00
1.23
1.00
46.50
22.47
40.76
41.22
Windward
40.00
1.22
1.00
46.10
22.20
40.50
40.95
Windward
38.00
1.21
1.00
45.69
21.92
40.22
40.67
Windward
36.00
1.20
1.00
45.21
21.63
39.93
40.30
Windward
34.00
1.19
1.00
44.82 '
21.33
39.62
40.07
Windward
32.00
1.18
1.00
44.35
21.01
39.30
39.75
Windward
30.00
1.16
1.00
43.95
20.67
38.97
39.42
Windward
28.00
1.15
1.00
43.33
20.32
38.61
39.06
Windward
26.00
1.13
1.00
42.77
19.94
38.23
39.69
38.28
Windward
24.00
1.12
1.10
1.00
1.00
42.18
41.55
19.54
19.11
37.83
37.40
37.95
Windward
Windward
22.00
20.00
1.08
1.00
40.87
1B:64
36.94
37.39
Windward
10.00
1.06
1.00
40.12
10.14
36.43
36.88
38.87
17.29
35.58
36.03
Windward
14.00
2.03
1.00
Note: 1) Total - Leeward GCPi + Windward GCPi
Roo£ - Dist from Windward Edge
Cp
Pressure
+GCPi(pa)
Psesame
-GCPS(Paf)
----------------
0.0 ft to 35.0 ft
------
-0.90
- ---- ---
-48.02
----------
-29.73
35.0 ft to 70.0 ft
-0.90
-48.02
-29.73
70.0 ft to 140.0 ft
-0.50
-30.74
-12.45
Florida Consulting Engineer -)c.
134 NW 161h She% Stfil
Bow RMm,flodda 334�4 SAND DOLLAR Vt�- :ONDOMINIUM
PhonrU561)353-IM-2 7430 South Ocean Drive, Jenson •Radda
140.0 ft to 160.0 ft -0.30 -22.10 -3.01
Qp: Pressure at TOP of Parapet 5 l'i ! 19 psf
Type of Parapet Solid TOP Elev. of Parapet: 3.00�ft -
Parapet -Windward = 76.78 P . sf Parapet-Imeward Press m -51.19 psf
40-
I