HomeMy WebLinkAbout2004 02 09 Regular 502
COMMISSION AGENDA
ITEM[ 502
Consent
Informational
Public Hearine
Regular X
February 9, 2004
Meeting
Mg[. r /
Authorization
Dept.
)/7
REQUEST:
The Community Development Department- Planning Division and Building Inspection Division
requests that the City Commission adopt by Resolution (as referenced in Ordinance 2003-40),
revised engineering drawings which adhere to the Florida Building Code and which will be
supplied by the City to those entities requesting them and who have an existing dumpster that
must come into compliance with Section 9-281 of the Code.
PURPOSE:
Adoption of the attached revised engineering drawings (which allow steel as a alternative to
aluminum and allow an existing asphalt slab as a substitute for a concrete slab) allow the City to
supply engineering drawings which have been approved by the Commission as acceptable
alternatives for meeting the dumpster screening requirements for those with existing dumpsters
that must come into comp:liance with the Code.
APPLICABLE LAW AND PUBLIC POLICY:
Florida Municipal Home, Rule Powers Act
City of Winter Springs' Code, Section 9-281.
CHRONOLOGY:
May 13,2002- 2nd Reading/Adoption of Ordinance 2002-13 which established dumpster
screening standards
Aug. 11, 2003- 2nd Reading/Adoption of Ordinance 2003-26 which amended the compliance
date for existing dumpsters
Nov. 11,2003- 2nd Reading/Adoption of Ordinance 2003-39 which allows existing masonry
enclosures less than 6' in height to be grandfathered as long as they meet the.
@)
020904 Regular Agenda Item 502
other Code requirements and fully screen the enclosed dumpster
Jan. 26, 2004- 2nd Reading of Ordinance 2003-40 which allows vinyl as an acceptable
screening material; which exempts existing dumpsters from compliance with
setback regulations generally applied to accessory buildings and structures; and
which references City-adopted engineering drawings which meet the minimum
screening requirements.
CONSIDERATIONS:
. Standard engineering drawings provided by the City will help to alleviate some of the
expense to comply with the new regulations.
· As directed by the City Commission on January 26, 2004, revisions have been made on
the drawings to clarify the issues discussed.
. In particular, the two alternatives previously approved by the Commission have been
revised to allow steel as a alternative to aluminum and allow an existing asphalt slab as a
substitute for a concrete slab
. The City Engineer has provided the following explanation:
./ The live load requirement on the gate does not change with different materials.
The dead load and material strength does change with the type of material used.
The gate fabricator will take the live load requirement, the strength of the material
used and the dead load ofthe gate and will design/build the gate in accordance
with the loads specified and the strength of the material that he is using.
./ The slab is not part of the wind load requirement and any base stabilization can be
used that is acceptable to the City. The drawing has been modified to make this
clear. Also there is so little uplift generated on a fence that it is negligible. The
force that must be resisted by a fence during wind loading is an overturning
moment. The forces are almost completely horizontal on the footing/embedment
STAFF RECOMMENDATION:
Staff recommends that the City Commission adopt by Resolution (as referenced in Ordinance
2003-40), revised engineering drawings which adhere to the Florida Building Code and which
will be made available to parties whose dumpsters must be brought into compliance with Section
9-281 of the Code.
ATTACHMENTS:
A- Resolution 2004-06, Adopting Engineering Drawings
B- Revised Engineering Drawings
COMMISSION AClLION:
020904 Regular Agenda Item 502
ATTACHMENT A
Resolution 2004-06
o
RESOLUTION NO. 2004-06
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF WINTER SPRINGS, FLORIDA, APPROVING A SET
OF PRE-APPROVED DUMPSTER ENCLOSURE PLANS AND
SPECIFICATIONS PURSUANT TO SECTION 9-281(7) OF
THE WINTER SPRINGS CODE; PROVIDING FOR REPEAL
OF PRIOR INCONSISTENT RESOLUTIONS,
SEVERABILITY, AND AN EFFECTIVE DATE.
WHEREAS, the City retained CPH Engineering to prepare a standard set of engineering
plans for a dumpster that will satisfy the City's requirements under Section 9-281 of the Winter
Springs Code; and
WHEREAS, Section 9-281(7) ofthe Winter Springs Code authorizes the City Commission
to adopt pre-approved plans and specifications for a dumpster enclosure that can be used by the
public to satisfy the City's Code requirements; and
WHEREAS, it is the intent and purpose of this Resolution to pre-approve one standard set
of engineering plans for a dumpster enclosure for use by the public in the City of Winter Springs;
and
WHEREAS, other engineering plans for a dumpster enclosure may be approved by the City
on a case-by-case basis; and
WHEREAS, the Ci~y Commission deems it to be in the best interests ofthe health, safety,
and welfare of the citizens of Winter Springs to approve one standard set of engineering plans for
a dumpster enclosure for use by the public.
NOW, THEREFOR.E, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA, AS FOLLOWS:
Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by this reference
and are deemed a material part of this Resolution.
Section 2. Approved Dumpster Enclosure Plans. The City Commission hereby adopts the
dumpster enclosure engineering plans prepared by CPH Engineering and elated February 9,2004.
Said plans are attached hereto as Exhibit "A," and fully incorporated herein by this reference. Said
plans may be used by the public to satisfy the requirements of Section 9-281 of the Winter Springs
Code.
City of Winter Springs
Resolution No. 2004-06
Page 1 of 2
Section 3. Repeal of ))rior Inconsistent Resolutions. All prior resolutions or parts of
resolutions in conflict herewith are hereby repealed to the extent of the conflict.
Section 4. Severability. If any section, subsection, sentence, clause, phrase, word, or portion
of this Resolution is for any reason held invalid or unconstitutional by any court of competent
jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such
holding shall not affect the validity ofthe remaining portion hereto.
Section S. Effective Date. This Resolution shall become effective immediately upon adoption
by the City Commission of the City of Winter Springs, Florida.
DONE AND ADO))TED in regular session of the City Commission ofthe City of Winter
Springs, Florida, this _ day of 2004.
ATTEST:
JOHN F. BUSH, Mayor
ANDREA LORENZO-LUACES, City Clerk
Approved as to legal fonn and sufficiency for
the City of Winter Springs only:
ANTHONY A. GARGANESE, City Attorney
City of Winter Springs
Resolution No. 2004-06
Page 2 of 2
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DESIGN CRITERIA
- WIND SPEED (MINI~tUM) 110 MPH, EXPOSURE B
- DESIGN COMPRESSIVE STRENGTH f"'m lIE 1S(X) PSI
OF MASONRY AT 28 DAYS
- ALLOWABLE STEEL STRESS fs = 24,000 PSI
- MAXIMUM HEIGHT ... 0 FEET 4 INCHES
.. FOR GREATER HEIGHT ENGINEERING CALCULATIOI':S REQUIRED
All. Il.tA TERJALS AND METHODS Of CONSTRUCTION SHALL BE
IN ACCORDANCE "ITH DRAWiNGS AND SPECiFiCA rlON$ AND:
- THE NA nONAL CONCRETE MASONRY ASSOCIA nON
.SPEClFICATIONS FOR DESIGN AND CONSTRUCTION OF
LOAD BEAR&NG STRUCTURES..
- ACI 530 "BUllDlNG COOE REQUIREMENTS FOR REINFORCED
MASONRY STRUCTURES..
- ACI 318 "BUILDING CODE REOUIREMENTS FOR STRUCTURAl
CONCRETE,"
- MINIMUM ENCLOSURE SHALL PROVIDE') FOOT CLEAR ON .AU
SIDES OF THE DUMPSTER.
MATER IALS
- BLOCK: CONFORM TO ASTM C90. GRADE N, TYPE II TWQ-CELl.
S".l5-x.16" (COMPRESSfVE STRENGTH, GROSS AREA 1000 PSI)
OR 6"1.8''): 16~ BRICK - NQRWEIGAN STRUCTURAL BRICK
. MORTAR: CONFORM TO ASTM C270. TYPE S. MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS - 1800 PSI UTILIZE
TYPE II CEMENT AND TYPE S LIME. MASONRY CEMENT W1Ll
NOT BE CONSIDERED.
. GROUT: CONFORM TO e17G, COURSE GROUT. MfNlt'<<UM
COMPRESSNE STRENGTH AT 28 DAYS. 2000 PSI
. STEEL: OUR~WAl OR EQUAL JOINT REINFORCEMENT AT
EVERY SECOND COURSE (lGw Q.c.) AND FILLED CELL
REINFORCEMENT AS PER DRAWINGS (ASTM A615. GRADE 60)
- CONCRETE: MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS
3000 PSI.
- GATE SHAU SUPPORT A TOTAl UVE lOAD OF 200#, (POINT
LOAD AT THE END) PER GATE.
-IMPERVIOUS BASE SLAB IS RECOMMENDED FOR GROUND
STABILIZATION UNDER DUMPSTER, BUT IS NOT REQUIRED TO
MEET WIND LOADS OF THE ENCLOSURE. FOOTER SHO\NN
AT WAll SECTlON IS REQUIRED.
NOTE:
TH!S D?.A~.'!NG !S .^. STl'~"m.\P.D nSA:L ~.~EET:NC T:1E
REQUIREMENTS OF THE CITY OF WlNTER SPRINGS CODE FOR
THE PARAMETERS AND CONDITIONS A..'5 STATED HEREON
AND HAS BEEN PREPARED FOR USE 'MTHIN THE Qrv OF
WINTER SPRINGS ONLY. A SIGNED AND SEALED COPY IS ON
FloE AT THE OFFlCES OF THE CITY OF\\11\'TER SPRINGS.
THE SIGNED AND SEAlED COPY IS THE OFFICIAL
AUTHORIZED DRAWING. ANY CHANGES OR At.. TERATlONS
TO THIS DETAIL MUST BE SUBMmED FOR APPROVAL AND
SUBMITr AI. MUST BE SIGNED AND SEALED BY A FLORJDA
REGISTERED ENGINEER.
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MAXIMUM DIMENSIO
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MINIMUM DIMENSIO
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GATE JAMB DETAIL
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SCAlE: N,T,$.
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PA.I.'iTEO DOUSL.E: LE-'F lAETAl
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A ""'ELDEON.U~UHU"" GATE
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PAINT STEEL CAre ro MATCH
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MAXIMUM 12'.Q
(2.6'-C"'I..EA..S)
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DESIGN CRITERIA
- WIND SPEED (MINIMUM) 1 'lO MPH, EXPOSURE B
- DESIGN COMPRESSIVE SiRENGTH rm = 1500 PSI
OF MASONRY AT 28 DAYS
- AlLOWABLE STEEL STRESS Is =- 24,000 PSI
- MAXIMUM HEIGHT * 7 FEET
to FOR GREATER HEIGHT ENGINEERING CAlCULATJQNS REOUIRED
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE
IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS AND:
- ACI 530 -BUILOING CODE REQUIREMENTS FOR REINFORCED
MASONRY STRUCTURES:
~ ACI 318 ~BUILDING ('.DOE REQUIREA..u::NTS FOR STRUCTl....RAl
CONCRETE:
- MINIMUM ENCLOSURE SHALL PROVIDE 2 FOOT CLEAR ON ALL
SIDES OF THE DUMPSTER.
MATERIALS
- GROUT: CONFORM TO C416, COuRSE GROUT. MINIMUM
COMPRESSIVE STRENGTH AT 28 OA VS - 2000 PSI
- CONCRETE: MINIMUM CCMPRESSNE STRENGTH AT 28 DAYS
3000 PSI.
- GATE SHAll SUPPORT A TOTAl liVE lOAD OF 200#
(POINT LOAD AT THE END l PER GATE.
. VINYL FENCE SLATS SHAlL BE MINIMUM 1/16" WAll THICKNESS
- VINYL POSTS SHAll BE 5".5- - 0.150 INCHES MINIMUM WAll
THICKNESS (HEAVY WAll)
- VINYL RAllS SHALl BE MINIMUM 0.125 INCHES WAtL THICKNESS
. PVC SHALl. COMPLY WITH ASTM 01784-1-<3448
- TENSILE STRENGTH 65OOp:s1- AST'" 0638
-IMPERVIOUS BASE SLAB IS RECOMMENDED FOR GROUND
STABILIZATION UNDER OUMPSTER. BUT IS NOT REOUIRED TO
MEET WIND LOADS OF THE ENCLOSURE. lB- CONCRETE
ENCASEMENT OF THE POSTS IS REQUIRED.
NOTE:
THIS DRAWING IS A STANDARD DETAIL MEETING THE
REQUIREMENTS OF THE CITY OF WINTER SPRINGS CODE FOR
THE PARAMETERS AND CONDITIONS AS STATED HEREON
AND HAS BEEN PREPARED FOR USE WITHIN THE CITY OF
WINTER SPRINGS ONLY. A SIGNED AND SEAlED COPY IS ON
FilE AT THE OFFJCES OF THE CITY OF V'JlNTER SPRlt-lGS.
THE SIGNED AND SEALED COpy IS THE OFFICIAl
AUTHORlZED DRAWING. ANY CHANGES OR Ai. TERA TIONS
TO THIS DETAIL MUST BE SUBMITTED FOR APPROVAl AND
SUBMITTAL MUST BE SIGNED AND SEAlED BY A FLORIDA
REGISTERED ::NGINEER.
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GATE ELEVATION
N.T.S.
AlTERNATE GATES:
ALUMINUM OR STEEL GATE AS SHOWN ON FIGURE 1 - DUMPSTER
ENCLOSURE STANDARD DETAIL I CMU STANDARD MAY 8: USED
~W<. DIMENSION' Z
MIN. DIMENSION 8'
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VINYL FENCE POST TYP.
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CONCRETE FILLED WlTH
2.... BARS OR EQUIVAlENT
REINFORCING PER
MANUFACTURER AND
SUBMITTED FOR APPROVAL
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~DOUBLE SWING ~TE
PLAN VIEW
SCAlE: 1-:: 4'
VINYL RAIL AND TONGUE AND GROOVE
PANELS ATTACHED TO FRAME
VINYL FENCE POST
SEe ABOVE
7 r---d.. 117 DIAX 8" BARREL
i:d:l BOt T LOCK (ONE GATE)
II ~
\ 117' DIA. X 12'" CANE
BOLT ONE GATE
1 112"X 1112'"X 3/'6" AlUMINUM
ANGLE OlAGONAl BRACE \VELDED (MINIMUM)
5")( 5")( 1/4- STEEL TUBE
Wi S-X 5~X 1/4" CAP PLATE
EMBEDDED 36-INTO 18" OIA. CONC. FOOTING
#4 BARS - CONTINUOUS
GATE .JAMB DETAIL
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