HomeMy WebLinkAboutR-2006-219 Vickers Fence _p
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RESOLUTION NO. 2006-219
A RESOLUTION OF THE CITY OF DANIA BEACH, FLORIDA APPROVING
THE VARIANCE REQUEST SUBMITTED BY LEE S. VICKERS, FROM
CHAPTER 28,"ZONING",ARTICLE 5.36,"WALLS,FENCES AND HEDGES",
FOR PROPERTY LOCATED AT 112 NW 14TH WAY, DANIA BEACH;
PROVIDING FOR CONFLICTS;FURTHER,PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, the Dania Beach Code of Ordinances, Chapter 28, "Zoning", Article 5.36,
"Walls, fences and hedges",prescribes the height requirements for walls, fences and hedges within
the City of Dania Beach; and
WHEREAS,Lee S.Vickers is requesting a variance(VA-73-06)from Chapter 28,"Zoning",
Article 5.36,"Walls, fences and hedges",from the required height requirement to allow a maximum
of a six(6)foot high fence in the front yard of property located at 112 NW 141h Way(a maximum of
I� a four(4) foot high fence is allowed in the front yard); and
WHEREAS,the Planning&Zoning Board on November 15,2006,recommended denial of
the variance request,based upon the criteria set forth in Chapter 28,"Zoning",Article 4,"Schedule
of lot, yard and bulk regulations", of the Code of Ordinances of the City of Dania Beach;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That that certain application VA-73-06, from requirements in Chapter 28,
"Zoning",Article 5.36,"Walls, fences and hedges",of the City Code of Ordinances is approved with
the following condition:
1) Applicant to install a six (6) foot metal picket fence along NW 14th Way and along that portion
of NW 1 st Street located within the NW 14th Way building setback area(BSO recommendation
pursuant to Crime Prevention through Environment Design ("CPTED") standards).
Section 2. That all resolutions or parts of resolutions in conflict with this Resolution are
repealed to the extent of such conflict.
Section 3. That this Resolution shall be in force and take effect immediately upon its
passage and adoption.
PASSED and ADOPTED on January 9, 2007.
PATRICIA FLURY
MAYOR-COMMISSIONER
ATTEST:
LOUISE STILSON, CMC
CITY CLERK
APPROVED AS TO FORM A CORRECTNESS
BY:
THOM S J. �N§BRO
CITY ATTORNEY
2 RESOLUTION#2006-219
CITY OF DANIA BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
STAFF REPORT
DATE: January 9, 2007
TO: Ivan Pato, City Manager
VIA: Laurence Leeds, AICP, Director j
SUBJECT: VA-73-06: Lee Vickers is requesting a variance to
allow the installation of a metal picket fence that
is 6 feet high in the required front yard (112 NW
14th Way). Code restricts wall height to four feet
in required front yards.
The site is located at the north east corner of NW 14th Way and NW 1st
Street. The applicant is building a 4,000+ square foot home on a 270
foot (NW 14th Way) by 105 foot (NW 1st Street) parcel. Survey attached.
Applicant has amended his request, as is now proposing to build a 6'
• metal picket fence with concrete columns along NW 14th Way plus a
portion of NW 1st Street within the NW 14th Way front yard setback. This
is the area between the building and the NW 14th Way property line. The
code limits maximum height of 4' since the entrance to the house is along
SW 14th Way..
The applicant is currently permitted to build a six foot wall along that
portion of NW 1st Street not located with the NW 14th Way front yard
setback area.
PLANNING AND ZONING BOARD RECOMMENDATION
On November 15, 2006 the Planning and Zoning Board recommended
denial of the variance request.
CITY COMMISSION PREVIOUS ACTION
On , December 12, 2006 the City Commission continued this item to
January 9, 2007.
STAFF COMMENTS
Applicant's latest proposal meets BSO CPTED requirements.
January 2, 2007 HOME
JAN p 1 M7
Lee Vickers Planning
Department
601 N Ft Lauderdale Bch B1
4913
Fort Lauderdale, FL 33304
Regarding:
112 NW 14 Way
Dania Beach, FL 33004
Dear Planning and Zoning:
I have weighed out all the options and have decided to go with the
original location and recommendation of the planning and zoning
board by having all the fence that is in front of the 25 foot line be
picket with columns. And would ask for just the part on the sides
behind the 25 foot line be a wall.
I understand that I have been very indecisive not knowing what to do
and uncertain in the past where to ask to put the structure. 1 wanted to
thank Corin and Larry for putting up with me and put this in as the final
decision to be put toward the city.
Thank you so much and have a happy new year.
Sincerely,
Lee Vickers
KEN JENNE
SHERIFF
• BROW C®UNTY
P-®• BOX 9507
FT. LAUDER.DAL E, FL. 33310
DATE: November g 2006
MEMO TO: Larry leads Growth Manager 9 2CG6
City of Dania Beach �
FROM: Rich Tarr
Crime Prevention Unit
S CT: 112 NW 14 Way
I reviewed the site plan for a rerest to install a six-foot concrete wall around the
Property located at 112 NW 14 Way. After reviewing the plans I have no objections to a
six-foot concrete wall on the south side of the property along NW 1 St. however a
concrete wall around the entire property would be contrary to C.P.T.E.D.
The continuing fencing should be either chain link or wrought iron. I have
io
to concrete columns and twenty foot of fencing between each column. With the p tpers o landscaping this would conform to C.P.T.E.D. for security and privacy.
City of Dania Beach, Florida
Department of Community Development
Planning and Zoning Division
General Development Application (954) 924-3645
® Administrative Variance
® Assignment of Flex/Reserve Units
13 Land Use Amendment
® Plat .
® Plat Delegation Request MONTE
® Rezoning Date Rec'd:
® site Plan OCT 0 6 1006 13 Special Exception Petition No.: 3-06
® Special Request
® Trafficway Walver Planning
Variance Department
Vacation Request
® Other:
THIS APPLICATION !DILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND SUBMITTED WITH
ALL NECESARRV DOCUMENTS. Refer to the application type at the top of this form and "Required
Documentation"checklist to determine the supplemental documents required with each application.
For after the fad applications, the responsible contractor of record shall be present at the board hearing.
Their failure to attend may impact upon the disposition of your application. As always, the applicant or their
authorized legal agent must be present at all meetings. All projects must also obtain a building permit from
• the City's Building Department.
Location Address: 1Z NW 14 V_A
p V Q"I-T 9 LIB. �'I
Lot(s): y Q 3 Block: Subdivision: s7a opk=I Ir I a Lk_
Recorded Plat Name:
o,V 4 C�w oo I�I,AaJ a
Folio Number(s): 4 Z-33'1 1 -60�v Legal Descri tion: Z4-3 13 U r uo d 7 lb 6,+ w
I 3 L� 'z c� �=s;Moorr.L 1W
�PPIIAConsultant/Legal Representative (circle one)
Address of Applicant: V 1 , fir♦ ��,,� Q �C� �a . Ct ¢ ( o
Business Telephone:��49 I °I L Home: _�n G� '3 9 Z �°
7 1 Fax: `�S� �'(7 y 0
Name of Property Owner: Lte- S , V i c Vzrj
. Address of Property Owner:�o� � . �.,¢ (�,,��,� e v� A �+
Business Telephone: F R q a- Home: Z Fax: q
Explanation of Request: � --� ••��. q,� �4,h.� �,�.t_��� ( � �
Prop. Net Acreage: Gross Acreage: Prop. Square - -
Footage:: 7 TV
Existing Use: Y ti Lct„�` Proposed Use: n0-
Is property owned individually, by a corporation, or a joint venture?
I understand that site plan and variance approval automatically expires within 12
Mo-
of City Commission approval, pursuant to Ordinance No. 2005-040.
N de
Applica iAlOwner signature Print Name ea
Date
APPLICANT, CONSULTANT, OR LEGAL REPRESENTATIVE NOTARIZED SIGNATURE
Sworn to and subscribed before me Applicant/Consultant/Representative:
This day of 20
Signature:
Date:
Sign Name of Notary Public (Print Name)
State of( )
Print Name of Notary Street Address, City, State and Zip Code
Commission Expires:
Seal: Telephone No. &Fax No.
INDIVIDUAL OWNER NOTARIZED SIGNATURE:
to certify that I am the fee simple owner 1 f subject lapds described above and that I have authorized
( ppiican Consultant/Representative) , C
a application. to make and file the
Sworn to and subscribed before me Owner: Lu—
This NO day of-&—20 0
Signature:
Date:
Sign Name of Notary P lic (Print Name)
Jja-tgof( RcQ9 )
(alm M I e cS 0M eS 111- NIA `'( vJ ful `��►;'� (��� 33a�
Print Name of Notary Street Address, City, State and Zip Code y
C i si n Expires: '3tyj ( g 3 y Z
S "P,,, 1AMMIE JAMEs Telephone No. &Fax No,
•�4,ar e`�r,�,
Notary Public•State of Florida
�a� ,,.• Commission#DD311419
", Bonded By Notional No}aryllun.
October 5,2006
�! Dr. Le
e Vickers
112 NW 14 Way
Dania Beach,FL 33004 a
305 4919392
myftlrealtor@aol.com OCT 0 61006
City of Dania Beach Plann!ng
100 W Dania Beach Blvd part ..,
Dania Beach, FL 33004
954 924 3601
Dear Commission:
You will find that the following conditions make it necessary to have a variance for the
front wall of the property on 112 NW 14 Way to be 6 feet matching the 6 feet on the
sides of the property.
a) That special conditions and circumstances exist which are peculiar to the
land structure or building involved and which are not applicable to other
lands, structures or buildings in the same zoning district. Since the backyard
of the house on 112 NW 14 Way is actually on the side of the house due to the
dimensions of the lot, it is important to have the 6 foot fence for privacy,
sanitation & dumping prevention, security, and to keep small children from
jumping the short 4 foot fence and trying to swim in the pool that will be built. To
be more specific the lot has been used as a dumping ground for old cars, old air
conditioners, tires, glass containers,furniture, shopping carts, drug
paraphernalia, beer bottles, condoms, and human waste all removed at the
owners expense. Security has been compromised by numerous items stolen
including a generator, concrete bags, concrete blocks,plywood, 2x4, shovels and
graffiti being put along the back side of the house. The sherihas been called on
numerous times for individuals trespassing on the property and has been labeled
for this month to have increased drive bys from them. Also physical threats have
been yelled from a man riding a bicycle stating, "Cracker go back to white town
or 1 will kick you're a**. " And finally since the pool is on the side of the house,
that area is similar to the back of the house where you can have the 6 foot wall. It
is important to keep children from hazard around a pool area when unsupervised
b) That special conditions and circumstances do not result from the actions of
the applicant. The lot proportions are inherent to the physical nature of the
property.
c) That granting the variance requested will not confer on the applicant any
special privilege that is denied by this chapter to other lands, buildings or
structures in this same zoning district. Since the backyard of the lot is on the
side of the house and the backyard is allowed at 6 feet then it is just making up for
the lot proportions being different.
d) The literal interpretation of the provisions of this chapter would deprive the
applicant of rights commonly enjoyed by other properties in the same zoning
district under the terms of this chapter and would work unnecessary and
undue hardship on the applicant. Due to the majority of the backyard being on
the side it is a tremendous hardship with sanitation &dumping prevention,
security, and to keep small children from jumping the short 4 foot fence and
trying to swim in the pool that will be built.
e) That the variance granted is the minimum variance that will make possible
the reasonable use of the land, building or structure. Six feet is the minimal
variance needed and it also goes along with the 6 foot all along the church next
door. For congruency of the fence it is also important just for aesthetics to have
the fence be as tall as the one next door.
J) That the grant of the variance will be in harmony with the general intent and
purpose of this chapter,and that such variance will not be injurious to the
area Involved or otherwise detrimental to the public welfare. 1 have already
handled the line of sight with a 45 degree angle as is recommended by the fencing
rules. This fence also aligns and looks similar to the height of the one next door.
It will also help the community with safety for children swimming unattended
And will prevent illegal dumping on the lot which creates a health hazard or drug
use in the area. Around the fence will be manicured and palm trees planted to
create a truly nice environment for the neighbors.
In conclusion the fence at the 6 foot height will help with sanitation& dumping
prevention, security, and to keep small children from jumping the short 4 foot fence and
trying to swim in the pool that will be built. It is also the same height as the fence which
is next door adjacent to the property creating a standard and uniform look.
Best of Life,
Dr. Lee Vickers
i
NODALCO ENGINEERING, INC.
10316 N.W. 55TH STREET
SUNRISE, FLORIDA 33351
CLIENT: WATERVIEW PRECAST, INC.
Mr. Lee Vickers Residence
Northeast Corner of NW 14th Avenue and NE 4th Street
Dania Beach, FL
CONCRETE FENCE DESIGN
ODAIC 1 Eof NG �/N(�STRUCINEERS
NEI ���AAL P.E. 49283
10316 N.W.65T"MYET,SUNRISE,FL 33351
PH.(9S<) 14 512 FAX(954)741-0635
PART 7 STRUCI JRAL PLAIN CONCRETE 31 8/318R-343
CHAPTER 22 - STRUCTURAL PLAIN CONCRETE
CODE COMMENTARY
22.'0 -- Notation 22.0 --Notation
Ag = gross area of section, in.2 Units of measurement are given in the Notation to assist the
Ai = loaded area, in.2 user and are not intended to preclude the use of other cor-
A2 = the area of the lower base of the largest frus- rectly applied units for the same symbol,such as ft or kip.
tum of a pyramid, cone,or tapered wedge con-
tained wholly within the support and having for
Its upper base the loaded area, and having
side slopes of 1 vertical to 2 horizontal, In.2
b = width of member, in.
bo = perimeter of critical section for shear in foot-
ings., in.
Bn = nominal bearing load; lb
to, r specified compressive strength of concrete,
psi.,See Chapter 5
fc' = square root of specified compressive strength
of concrete, psi
fcr = .average splitting tensile strength of lightweight
aggregate concrete, psi. See 5.1.4 and 5.1.5
•h = overall thickness of member,In.
Ic = vertical distance between supports, in.
Mn = no moment strength at section, InAb
My = factored moment at section; in.-Ib
Pn = nominal strength of cross section subject to
compression, lb
Pnw = nominal axial load strength of wall designed
by 22.6.5, lb '
Pu = factored axial load'at given eccentricity, lb
S = elastic section modulus of section, in.3
Vn = nominal shear. strength.at section,.lb
1/u = factored shear force at section, lb
Ac = ratio of long side to short side of concentrated
load or reaction area '
= strength reduction factor. See 9.3.5
22.1 — Scope R22.1 —.5cope
22.1.1 — This chapter provides minimum require- Prior to the 1995 code,requirements for plain concrete were .
ments for design and construction of structural .plain set forth in `Building Code Requirements for Structural
concrete members (cast-in-place or precast) except In Plain Concrete (ACI 318.1-89) (Revised 1992)." Require-
22.1.1.1 and 22.1.1..2. ments for plain concrete are now in the code.
ACI 318 Building Code and Commentary
cor"IECOMMENTARY
22.1.1.1 — Structural plain concrete basement R22.1.1.1 — Section 22,1.1.1 exempts structurz
walls shall be exempt from the requirements for spe- concrete walls from the'requirements for special ex
vial exposure conditions of 4.2.2. conditions because of the numerous successful uses
crete with 28-day compressive strengths of 2500 an
psi in the basement walls of residences and other
structures that did not meet the strength requirem
Table 4.2.2.
22.1..1.2 -Design- and construction..of soil-sup R22.1.1.2 — It is not within the scope of this'c
ported slabs, such as sidewalks and slabs on grade, provide design and 'construction requirements for no:
shall not be governed by,the code unless they trans- tural members of plain concrete such as soil-supporte,
mit vertical loads or lateral forces from other parts of (slabs on grade).
the structure to the soil.
22.1.2 -- For special structures, such as arches,
shielding walls, provisions.of this chapter shall govern
where applicable.
22.2 — Urhitations
R22.2=--Limitation's
22.2.1 Provislons of this chapter shall apply for design
of structural plain concrete members. $ee 2.1.
22.2.2 — Use of structural plain concrete shall be Jim- R22.2.2 and R22.2.3 — Since the structural integr.
Ited'to (a), (b), or (c): plain concrete members depends solely on the propert
the concrete, use of structural plain concrete mer
(a) Members that are continuously supported by soil should be limited to members that are primarily in a st,
orsupported by other structural members capable of compression, members -that can tolerate random c
providing continuous vertical support; without detriment to their structural integrity; and mer
where ductility is not an essential feature of design.Th(
(b) Members for which arch action provides eom- Bile strength of concrete can be recognized in desil
pression under all conditions of loading; members. Tensile 'stresses due tb restraint from c
shrinkage, or temperature effects are to be considerec
(c) Walls and pedestals. See'22.6 and 22,8. sufficiently reduced by construction techniques to
uncontrolled cracks, or when uncontrolled cracks di
The use of structural plain concrete columns shall not such restraint effects are anticipated to occur, they wil
be permitted. induce structural failure.
22.2.3 - This chapter shall not govern design and Plain concrete walls are permitted (see 22.6) withc
Installation of cast-In-place concrete. piles and piers height limitation. However, for multistory construe
embedded in ground. and other major structures, ACI Committee 318 enc
ages the use of walls designed in accordance with.Ch,
14 (see R22.6).
Since plain concrete lacks the necessary.ductility that colu
should possess and because a random crack in an unreinfo
j column will most likely endanger its structural integrity.
code does not permit use of plain concrete for columns.It
allow its use for pedestals limited to a ratio,of unsuppc
height to least lateral dimension of 3 or less(see 22.8.2).
Structural elements such as cast-in-place concrete piles
piers in ground or other material sufficiently stiff to pro,
adequate lateral support to prevent buckling are not covf
by this code. Such elements are covered'by the gen
building code.
AC1318 Building Code and Commentary
318/31BFI-345
CODE
CON-4ENTARY v
22.2.4--Minimum strength R22.2.4—Minimum strength
Specified compressive strength of plain concrete to be A minimum strength
-requireused for structural purposes shall be not less than struction is considered necessai-ytbecausefor lai safetyrst based
I given in 1.1.1. solely on strength and quality of concrete treated as a homo-
geneous irnaterial, Lean concrete mixtures may not produce
adequately homogeneous material or well-formed surfaces.
22.3 Joints R22.3—Joints
22.3.1 — Contraction or Isolation Joints shall be pro- Joirits in plain concrete construction are an important design.
vided to divide structural plain concrete members into consideration. In reinforced concrete, reinforcement is o-
flexurally discontinuous elements. The size of each vided to resist the stresses due to restraint of creep, shrink-
element shall limit control excessive buildup of Internal age,and temperature effects.In plain concrete,joints are the
stresses.caused by restraint to movements from only means of controlling and thereby relieving the buildup
creep, shrinkage, and temperature effects, of such tensile stresses.A plain'concrete member, therefore,
should be small enough, or divided into smaller elements by
22.3.2 — In determining the number and location of •joints, to control the buildup of internal stresses. The joint
contraction or*isolation Joints; consideration shall be may be a contraction joint or an isolation joint.A minimum
given fo:Influence of climatic conditions; selection and 25 percent reduction of member thickness is considered suf-
proportioning of materials; mixing, placing, and curing. ficient for contraction joints to be effective. The jointing
of concrete; degree of restraint to movement; stresses should be such that no axial tension or flexural tension can
due to loads to which an element is subject; and con- be developed across a joint after cracking, if applicable, a
struction techniques, condition referred to as flexural discontinuity. Where ran-
dom cracking due to creep, shrinkage, and temperature
effects will not affect the structural integrity, and is other-
wise acceptable, such as transverse cracks in a continuous
wall footing, transverse contraction or isolatiora..joints•are
not necessary.
.22.4— Design method R22.4—Design method
22.4.1 —Structural plain concrete members shall be.
designed for adequate strength in accordance with the Plairi concrete members are. proportioned for adequate
code, using load factors and design strength. strength using factored loads.and forces. When the design
strength is exceeded, the section should be increased or the
22.4.2 —Factored loads and forces shall be in combs- specified strength of concrete increased, •or both, or the
nations as in.9.2. member designed as a reinforced concrete member in accor-
22.4.3
dance.with the code. The designer should note, however,
Where required strength exceeds design that an increase in concrete section may have a detrimental
strength, reinforcement shall be provided and the effect; stress due to load will decrease but stresses due to
member designed as a reinforced concrete member In creep, shrinkage, and temperature effects may increase.
accordance with appropriate design requirements of
the code.
22.4.4 — Strength design of structural plain concrete R22.4.4--Flexural tension may be considered in design of
members for flexure and axial loads shall be based on plain concrete members to sustain loads,provided the com=
a linear stress-strain relationship In both tension and puted stress does not exceed the'permissible stress,and con
eompressioh. struction, contraction, or isolation joints'are provided to
relieve the resulting tensile stresses due to restraint provided
creep,
temperature, and shrinkage effects.
22.4.5—Tensile strength of concrete shall be permit-
ted to be considered in design of plain concrete mem-
bers when provisions of 22.3 have been followed.
22A.6— No strength shall be assigned to steel rein-
forcement that may be present.
ACi 318 Building Code and Commentary
r
COD 'OMMENTARY
22.4.7—Tension'shall not be transmitted through out-
side edges, construction joints, contraction joints, or
isolation joints of an individual plain concrete element.
No flexural continuity due to tension shall be assumed
between adjacent structural plain concrete elements. .
22,4.8 — When computing strength in flexure, com- R22.4.8—The reduced overall thickness h for concrete
bined flexure and axial load, and shear, the entire against earth is to allow for unevenness of excavation and
cross section of a member shall be considered in some con,tamination.of the concreteadjacent to the soil.
design, except for concrete cast against soil where
overall thickness h shall be taken as 2 in.• less than' .
i actual thickness,
i
22.5 — Strength design R22.5—Strength design
22.5.1 — Design of cross sections subject to.flexure
shall be based on
OMn Z Mu (22-1)
where
Mn 5 fc S (22-2)
If tension controls, and by
Mn=0.85fc S (22-3)
If compression controls, where S is the corresponding
elastic section modulus.
22.5.2—Design of cross sections subject to compres- R22.5.2 — Eq. (22-5) is presented to reflect the genes
sion shall be based on range of braced and,restrained end conditions encounter
in structural plain concrete elements. The effective leng
Pn? Pu (22-4) factor was omitted as a modifier of l,, the vertical distan
between supports, since this is conservative for walls wi
where P.Is factored load and Pn Is nominal compres- assumed pin supports that are required to be braced agair
sion strength computed by lateral translation as in 22,6.6.4.
f Pn = 0.60fc'r1 _C32hJ2]A, (22-5)
-where A, is the loaded area.
22.5.3 — Members subject to combined flexure and 1t22.5.3 — Plain concrete members subject to combine
axial load In compression shall be proportioned such flexure and axial compressive load are proportioned suc
that on the compression face: that on the compression face:
PuWn+ Mul¢Mn S 1 (22-6) p M
+
and on the•tension face: 0.60�f 'r1 u( C32h/�- l A 1 "5 0- fc'S 51
, ` L 1
I Mu/S- Pu/A9 5 5 0 jf_ (22-7)
ACI 318 Building Code and CoMmentary
VICKERS RESIDENCE
NODALCO ENGINEERING INC. (NEI)
ASCE 7-98 WIND ANALYSIS AND DESIGN
WATERVIEW-VICKERS RESIDENCE
DESCRIPTION: EXTERIOR WALL
DATE: October 3, 2006
DESIGN ASSUMPTIONS
EXPOSURE: C
ENCLOSURE CLASSIFICATION: OPEN
WALL HEIGHT: 6.00 ft
IMPORTANCE FACTOR: 1.00 -
WIND SPEED: 146.00 MPH Miami, Florida
OCCUPANCY CATEGORY: II
RELEVANT EQUATIONS
MAIN WIND FORCE RESISTING SYSTEM (MWFRS)
q = 0.00256xKzxKztxKdxIXVA2
Kz = Exposure Coefficient:
0 to 15 feet= 0.85
15 to 20 feet= 0.90
20 to 25 feet= 0.94
25 to 30 feet= 0.98.
G=Gust Effect Factor: 0.85
Gcpi= Internal Pressure Coefficient= 0
Kd =Wind Direction Factor= 0.85
Kzt=Topographic Factor= 1.00
Cf= 1.20
Velocity Pressure q = 39.43 psf
gGCf= 40.21 psf
WATERVIEW 10/3/2006
DANIA BEACH, FLORIDA
VICKERS RESIDENCE
WALL & POLE DIMENSIONS
WALL HEIGHT(h): 6 ft
WALL LENGTH (L) 15 ft
WALL THICKNESS(t): 5 in
Moment(M„):
LP, from post to post 13 ft
Tributary Length, L,= 12.00 in
w(Iblft) =qL,= 40.21 lb/ft
M = (1/8)wLp2= 849.53 lb-ft
0.85 K-ft
M,= 1.3M 1104.39 lb-ft (SEE FIG. 1-1)
1.10 K-ft
Moment(Mn)from ACI 318-02 Section 22.5.1:
b= 12 in
fc 4000 psi
S = (1/6)be= 50 in
M,=�5f c"ZS 14231.25 lb-in
1185.94 lb-ft
1.19 K-ft
Mu <�Mn O.K.
WATERVI EW 10/3/2006
DANIA BEACH, FLORIDA
NODALCO ENGP. ERING, IvC. JOB: _ -�
STRUCTURAL ENGINEERS SHEET No.: FTC , _�_ OF
CARLOS A. NODAL—P.E. #49285 CALCULATED BY: DATE:10316 N.W.55`h STREET;SUNRISE;FL 33351 CHECKED BY: �
P8-(954)741-2572 Fax. (954)741-8635 SCALE:_ Al, 7- S DATE:
I -
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r� 1L t l
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IE 11 t� �I •A = 1
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II. ' 'I if I:f
' = ►5 —p �
VICKERS RESIDENCE o
Design of Steel Beam inside Pole:
w(lb/ft)=qL= 603.22 lb/ft
M = (1/8)wh2= 2714.49 lb-ft
2.71 K-ft
f= 36 Ksi
S.= M/0.6fy 1.51 in'
W4x13 STEEL BEAM from ASD manual
Section Modulus (S) = 5.46 in' (SEE FIG. 1-2)
Required Depth Embedment for Pole:
B, diameter of pole = 2 ft
H, location of point load, P = 3 ft
P, Point load on Pole = 3619.31 lb
3.62 Kip
S1, soil resistance= 1500 psf
D, embedment depth=
(1.18P/BSI)[1 +[1 + (1.88BSjH/P)]1'2] = 5.46 ft
WATERVI EW 10/3/2006
DANIA BEACH, FLORIDA
NODALCO ENU _ -
;ERiNG. 1NC: JOB:
STRUCTURAL ENGINEERS SHEET No.: FZ� ./-Z
CARLOS A.NODAL-P.E.449285 CALCULATED BY: f(,K OF
10316 N.W.55`"STREET;SUNRISE;FL 33351 CHECKED BY: � DATE: Z 2
Ph.(954)741-2572 Fax.(954)741-8635 SCALE: n) r DATE:
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Broward Sheriff's Office
Broward County, Florida
ISO CASE NUMBER -
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Public Hearing Notices
5.NOTICE OF PUBLIC HEARING CITY OF DANIA BEACH VA-73-06 NOTICE IS HEREBY GIVEN that a public hearing Dec.4
NOTICE OF
PUBLIC HEARING
CITY OF
DANIA BEACII
VA-73-o6
NOTICE IS I If R1:.131'CiIVI:N that a public hearing%%ill he held bcfure the City Ccunnli,sion cm hu,.,d,,j.Dc"inhcr 12,2000 at 7:00p.m,or as
soon Ihercaller as possible, in the Commission Chambers in the City of Dania I3cach Admini,trti%c C'cnwr. 1o0 West Dania I3cach 13hd.,D:uria
Beach,Florida 33004, for the purpose of hearing any comments which might be made to the li llowin�"MIUOt:
VA-73-06-Request by Lee S. Vickers fur a variantce to construct a six tbot high fence in the liont yi"d ufpruperty located at 112 M% i4t11 �t ay,
Dania Beach.(Chapter 28,Zoning.Article 5.36 Walls.Fences and Fledges states that fences located bet"cen the Goat building line and the street
right-of-way line shall not exceed 1-uur(4)lcct in height).
Property is legally described as Parcel A; the south 200 1:ct of the cast 75 Icet of lui 8,of the revised plat of block 0 and tract 13 of'W%:st\loorland
Revised,according to the plat thereof as recorded in plat book 24,at page 38.of the public records of 13ro%%ard County,Florida.
C'olries ol*lhe proposed variance are available lia %io%for in the Conuuunity D.velopmut f`ci,,irin:_;;I, 1 Oil\\'e,l r):o,ia I3ea h 111%d.,D;uiia
I3cach, Florida between the hoofs of 8:00 a.rn.and 4:00 p.nt.,\londay _Prid:ny ple;lsr call 1,954)924-16 15 tin more inliumation.Interested p:mic,
may appcar at thu public hearing and be heard X%ilh,c:lvet to ih:propo,cd petilion.In acconl:;rcc %%i;h th,:r\nr:ri.:tns With Disabilities Act,
persons needing assistance to participate in any of the,e proceedings should contact Louise Stilson.01% Ck:rk, 100 W. Dania I3cach Blvd.D;mia
Beach.FL 33004,(954)924.3622,at least 48 hours prior to meeting.
Any person who decides to appeal any decision made by the Planning and Zoning Advisory Board or the City Commission with regard to any
matter considered at this meeting or hearing will need a record of the proceedings and for such purpose may need to ensure that a verbatim record
of the proceedings is made,which record includes the testimony and evidence npon which the appeal i,to h:;sed.
Lou Ann Cunningham Planning Associate
December 1,2006
NOTICE OF PUBLIC HEARING
CITY OF DANIA BEACH
VA-73-06
NOTICE IS HEREBY GIVEN that a public hearing will be held before the City Commission on
Tuesday, December 12, 2006 at 7:00 p.m., or as soon thereafter as possible, in the Commission Chambers
in the City of Dania Beach Administrative Center, 100 West Dania Beach Blvd., Dania Beach, Florida
33004, for the purpose of hearing any comments which might be made to the following request:
VA-73-06 - Request by Lee S. Vickers for a variance to construct a six foot high fence in the front
yard of property located at 112 NW 14`h Way, Dania Beach. (Chapter 28, Zoning, Article 5.36
Walls, Fences and Hedges states that fences located between the front building line and the street
right-off-way line shall not exceed four(4) feet in height.).
Property is legally described as Parcel A: the south 200 feet of the east 75 feet of lot 8, of the revised plat
of block 6 and tract B of"West Moorland Revised," according to the plat thereof, as recorded in plat book
24, at page 38, of the public records of Broward County, Florida.
Copies of the proposed variance are available for viewing in the Community Development
Department, 100 West Dania Beach Blvd.,Dania Beach, Florida between the hours of 8:00 a.m. and
4:00,p.m., Monday — Friday please call (954) 924-3645 for more information. Interested parties
may appear at the public hearing and be heard with respect to the proposed petition. In accordance
with the americans With Disabilities Act, persons needing assistance to participate in any of these
proceedings should contact Louise Stilson, City Clerk, 100 W. Dania Beach Blvd, Dania Beach, FL
33004, (954) 924-3622, at least 48 hours prior to meeting.
Any person who decides to appeal any decision made by the Planning and Zoning Advisory Board
or the City Commission with regard to any matter considered at this meeting or hearing will need a
record of the proceedings and for such purpose may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and evidence upon which the appeal is to
based.
Lou Ann Cunningham
Planning Associate
Notice Date: Friday,December 1, 2006
See reverse side for location map of property
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