HomeMy Public PortalAboutAPP 003~10 (Large Plan In File)TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
WILLIAM F. KOCH, JR. Mayor
JOAN K. ORTHWEIN, Vice Mayor
FRED B. DEVITT III
ROBERT W. HOPKINS II
WILLIAM A. LYNCH
September 15, 2003
Constance Swift
2562 Avenue AuSoleil
Gulf Stream, Florida 33483
Dear Ms. Swift:
Telephone
(561) 276 -5116
Fax
(561) 737 -0188
Town Manager
WILLIAM H. THRASHER
Town Clerk
RITA L. TAYLOR
This is to confirm that at the Public Hearing held by the Archit-
ectural Review and Planning Board on September 11, 2003, your
application to permit construction of an addition of 1,340 square
feet, consisting of a one story great room and master bedroom was
considered.
The Level 2 Architectural /Site Plan was approved as submitted with
the following conditions: 1) Palm Beach County Health Department
approval of the septic system shall be submitted prior to issuance
of a building permit; 2) The existing storage shed shall be
removed prior to issuance of a Certificate of Occupancy.
This approval shall expire on September 11, 2004 if a Building
Permit Application, including the aforementioned improvements,
has not been applied for.
Ver truly yours,
Rita Taylor 1;�4 Town Clerk
cc: Robert Fetrow, Agent
100 SETA ROAD, GULF STREAM, FLORIDA 33483
TOWN OF GULF STREAM
ARCHITECTURAL REVIEW AND PLANNING REPORT
Application #: 003 -10 Owner: Constant Swift
Address: 2562 Avenue Au Soleil Agent: Robert Fetrow, Gator Engineering Service Inc.
Proposed Improvement: 1,490 SF one -story addition to an existing Gulf Stream
Bermuda style home.
Approvals Requested:
Level II Architectural/Site Plan To permit the construction of a 1,490 SF addition
consisting of a great room and master bedroom.
Gross Lot size: 24,097 SF Effective Lot Area: 24,097 SF
Proposed Total Floor Area: 5,975 SF Allowable: 7,952 SF
Zoning District: RS -P Place Au Soleil Height: 17.5' (roof height <_ 20' Preferred), 9'
Finished Floor Elevation: 10.92' Base Flood Elevation: 7.0'
Proposed Architectural Style: Bermuda
Adjacent Residences: Other Various
Issues Considered During Review:
Section 70 -67 Effective lot areas
Section 70 -71 Floor area ratios
Section 70 -74 Setbacks
Section 70 -77 First floor elevation
Section 70 -99 Roof design, slope and materials
Section 70 -100 Roof and eave heights
Section 70 -105 Garages and accessory buildings
(3) Prohibited: Metal Storage Sheds
The existing shed is prohibited.
Recommendation:
Motion to recommend approval Level II Architectural/ Site Plan based on a finding that the
proposed 1,490 SF addition of a great room and master bedroom to the existing Bermuda
residence meet the minimum intent of the Design Manual and applicable review standards with
the following conditions:
1. PBC Health Department approval of the septic system shall be submitted prior to issuance of
a building permit.
2. Existing storage shed shall be removed prior to C /O.
ARPB Date: September 11, 2003
Action: Level II Architectural/ Site Plan: Approved as requested with the 2
conditions recoramended 5 -0
Town of Gulf Stream
•RECEIVED•
AUG 15 2003
Town of Gulf Stream, FL
TOWN OF GULF STREAM
APPLICATION FOR DEVELOPMENT APPROVAL
This form is to be used for all development review applications to be heard by the Town of Gulf Stream
Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the
form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for
Development Review Form. Failure to complete this form properly will delay its consideration.
PART II. GENERAL INFORMATION
To be completed by all applicants.
A. Project Information
ARPB File #03-10
I.A.1. Project/OwnerName: Constance Swift
I.A.2. Project Address: 2562 Avenue Au Soleil, Gulfstream, FL
I.A.3. Project Property Legal Description:
Place Au Soleil, Lot 42, Ord. Book 10996, Page 1067
I.A.4. Project Description (describe in detail, including # of stories, etc.)
One Story Great Room and Master Bedroom Addition
I.A.5. Square Footage of New Structure or Addition: 1,340 Square Feet
Architectural Style: M .P,T ;- ;-�xx; , .�Lr M 14 4 a
- 1.A.6. Check all that apply: EkArchitectural /Site Plan Review 0 Land Clearing ❑ North Ocean Boulevard
Overlay (complete section B) 0 Demolition of Structures ❑ ' Non - residential uses 0 Variance
(complete section G) 0 Special Exception (complete section F)
1.A.7. (a) Proposed F.F.E.: Type of Foundation: Monolithic
B. Owner Information
1.B.1. Owner Address: 2562 Avenue Au Soleil Gulfstream FL 33483
I.B.2. Owner Phone Number: Fax:
I.B.3. Owner Signature:
C. Agent Information
I.C.1. Agent Name and Firm Name: Robert Fetrow, Gator Engineering Services, Inc.
I.C.2. Agent Address: 7289 Garden Road. Suite 104, West Palm BeThach, FL 33404
I.C.3. Agent Phone Number: (o) 9 ell Fax (5 61 ) 841 -9991
-ci�
Town of Gulf Stream
PART Ill. PROJECT DESCRIPTION AND JUSTIFICATION
To be completed by all applicants after pre - application conference with Town Staff. Please be concise but
brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete
question number for each response.
A. Project Description and Justification
III.A.1. In what zoning district is the project site located? RSP
III.A.2. Is the project compatible with the intent of the zoning district? R Yes ❑ No
Explain.
Aug -21 -03 03:43P GATOR ENGINEERING SERVICE 561 -841 9991 P_02
Swift's Residence
2562 Avenue Au Soliel
Gulfstream, FL
TOWN OF G1I[.F STREAM .YTV nATA TABLE
Gross Lot Area
Effective Lot Area
24.097
FAR i
Town of Gulf Stream
B. Projects Requiring North Ocean Boulevard Overlay Permit
IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to
what extent?
IV.B.2. Describe the need and justification for the disturbance /addition.
IV.B.3. Will the disturbance /addition destroy or seriously impair desirable visual relationships among
buildings, landscape features and open space, or introduce incompatible landscape features or plant
material that destroy or impair significant views or vistas within the North Ocean Boulevard Overlay
District? ❑ Yes ❑ No
Explain.
IV.B.4. How is the design consistent with the Al A Landscape Enhancement Project?
IV.B.5. What mitigation is proposed so that the disturbance /addition has the least impact possible to the
visual and aesthetic quality of the North Ocean Boulevard Overlay District?
C. Projects Requiring a Demolition Permit
IV.C.1. When are the existing tructures to be demolished? - Q{�
g Screen Porch — �-@-t3 Sq . Ft
IV.C.2. When are the proposed structures to be constructed ?Nr)N,AmbAr 20.03
IV.C.3. What is the landmark status of the structures to be demolished? N/A
D. Projects Requiring a Land Clearing Permit
IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be removed /relocated.
IV-D.2. Describe the need and justification for the removal /relocation.
IV.D.3. How is the removal from the project site of vegetation to be mitigated?
IV.D.4. How are remaining and relocated vegetative materials to be protected and preserved during the land
clearing and construction activities and thereafter?
IV.D.5. What replacement materials are proposed?
Application for Development Approval Form ADA.32000 Page 4
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A . R e v i e w a n d A p p r o v a l P r o c e s s e s
Q' 1 . N . O c e a n O v e r l a y P e r m i t
Q' 2 . L a n d C l e a r i n g P e r m i t E l 9 . S i g n R e v i e w
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3 . G e n e r a l L o c a t i o n M a p ( o n s i t e p l a n )
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S u r v e y ( 1 1 " x 1 7 " )
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11
Drainage Csloulatlona:
Site Area - 24,097 square feet - 0.553 acres
Building Roof Atea - 5,975 square feet - 0.137 acres
Drlswway, Patio led Pool Area - 5,655 square feet - 0.130
Total Impervious Area - 11,630 equate feet - 0.267 acres
Total Petvious Atea - 12,487 square feet - 0.287 acres
Volume Required for Quality Detention:
Compute First Inch of Runoff from Entire Developed Site
- 1 in. /12 in. x 24,097 square feet - 2,006 cable feet
Find Volume for Swale Areas:
.wale 'A'
Avg. Croce- Sectional Area - 9.75 square feet
Swale Volume - 678 ratio feet
.wale 'B'
Avg. Cross- sectional Area - 3.0 square feet
Swale Volume - 1810 ruble feet
Total Swale Volume Providad - 2,488 cubic feet > 2,00a cubic
fast
SPECIFICATIONS: J
Simplex Versatrol Control Panel /
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PUMP ON ELEV.= 1.75' ABOVE BOTTOM
PUMP OFF ELEV.= 0.5' ABOVE BOTTOM
HIGH WATER ALARM ELEV.= 2.75' ABOVE BOTTOM
L500 C=AL. SEPTIC TANK
525 QAL. PUMP TANK
Note, Septic /Pump Tank is to comply with State and
Local Codes. This Is Intended as a typical detail.
Alarm Panel Specifications,
Manufactured by Barnes: Model P/N 064691A
These oftM e„d dust Ices FTbsrplRu
PUMP Sinplex Pump shall be Model SE411 as
and— wNdemseat NEMA 3. 4%A t2,
nufactured by Barnes Pumps, Inc. Cast Iron
two mnosion reaistairt atalniesa steel
Construction, 4/10 MP, 120 Volt, 1- Phose, 30Ft,
party his=. al Yt2=t hpadio xhasp
minimum power cord length.
(padlodo, � M by otlee�Laa¢ane
LEVEL CONTROLS. Shall be Barnes Part No. 073612XC,
SPDT, Nornolly Open Design with External Weight
Weadwplml red lex- globe WMt 40 1. 0
(minimum 1.5 Lbs.)
CHECK VALVES. Each pump shall be equipped with n
Nht bwb.d Pastier, 120 volt, thous a.
and a lam, mrreiBOn is cleerel
Swing Type Check Valve pernitting Full flow through pipe.
O
Spring loaded valves will not be acceptable under any
Must add Dry Qontxb PIN 073504 m
Circtm,stances.
seam lanai tM!arrow all—,
SEPTIC TANK /PUMP TAN< S"T'STEM
No 5CaLE
A/C HOUSE AREA- 4,999 S.F. W/ <5) BEDROOMS
SEWAGE FLOW= 627 GALLONS PER DAY
PERCULATION RATE= 0.8 GALLONS /DAY /S.F.
DRAINFIELD SIZE= 627 GALLONS /DAY /0.8 GALLONS /DAY /S.F.
=784 S.F. < 787 S.F.
UNOBSTRUCTED AREA= DRAINFIELD SIZE x 2 = 1.568 S.F.
APPRc. QED SFT
CEP°
I
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SWALE SECTION 'A'
SITE PLAN
5DALE: r-10'
ps�
iol 9RAWNCS, ASAT 1 08K15 OF SLAW APE ixE
SME PRpTo . OF GA1pP pgNEfRNG YRNCES. V1C. MET
ARE xa7 i0 BE RFPRC en CdPiFD. IINi OR LSD
N ANT O11HR LGEAMN wwwi MC IXPaf.^.i eeilEN
AUMIXVIIAIgn ❑ CAiCe ENpEEPMC :iRN SS. mc.
ii � SAM, F�� l I ii J o
LOCATION MAP
Not to &eels
•REC IVED• U�
AUG 15 2003
Town of Gu f Stream, FL
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— — — PROPERTY LINE
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-•. EXISTIIL ELEVATION
�f NEW ELEVATION
E-
SQUARE FOOTAGES•
S
LOT AREA: 553 AC. • 24091 5P•
EXIST. BL DG. A'C AREA: 3239 5P.
EXIST. GARAGE AREA; 482 SP.
D
Ex15T. CAV PORCN AREA: 494 SF. N ADDITION AREA: 1340 Sr. �
C
TOTAL LOOK ARE.:: 5555 6P
EXIST. w L 40USE AREA: 42 -,V,
TOTAL NET FLOOR AREA: 5,915 SP.
DRIVEWAY• SIDEWALKS
POOL AREA: 5(55 SP.
BIDS ERMIT
CMSTRUCMRI
TOTAL IHPERY01I5 AREA, 11630 SP.
TOTAL teEFtvlgl5 AREA, 12.461 SP.
SCALE
NOTED
FAA. R ,T10: 249 X
M—
DRANK BY: DBT.
DATE- 5/t5/03
CHECKED BY: REP.
DATE: 5r25f03
JOB NUMBER
02 -24
SHEET NUMBER
REV.
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St eam, FL
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DiDS PERM17
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SCALE
NOTED
DRAWN BV DE.T. DATE: 6/16/03
CXECN ED BV REF. DATE: b/MV3
JOB NUMBER
02 -24
SHEET NUMBER REV.
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SCALE
NOTED
DRAYM BY: DlE.T..
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—T-W, -A-47N51.
DATE: 5f210
EXISTIM51
•TOTAL
ClDN*TFZ TOTAL y L NREA:
- AREA
LEFT/EAST ELEVATION
SCALE:
9 - i
RE
gil
Hil
SAL FRDPERTY OF — FNf]REERWC BOWES. 1H MY
ME. XURTRODUCCD COPIED. I T USED
OTHER — .TRWT
eRECEIVEDo
AUG, 1 &3
.22 W.
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PERCENTAGE 6 GL Stream, FL u
IN
9-91 MEN"
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= t
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BIDS
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CMSTRUCTIM
TOTAL WALL AREA: W
IN
9-91 MEN"
FRONT/NORTH ELEVATION
O
0
ti
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BIDS
PERMIT
CMSTRUCTIM
SCALE
NOTED
DRAYM BY: DlE.T..
Qz
CHECKED BY: FdEF- I
DATE: 5f210
JOB NUMBER
02-24
SHEET NUMBER
REV.
A-2
I
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7-
111
111
FRONT/NORTH ELEVATION
-I- —A. AREA: B9 DF.
O
0
ti
qo
BIDS
PERMIT
CMSTRUCTIM
SCALE
NOTED
DRAYM BY: DlE.T..
Qz
CHECKED BY: FdEF- I
DATE: 5f210
JOB NUMBER
-I- —A. AREA: B9 DF.
O
0
E-
BIDS
PERMIT
WALL AREA I 6F.
TOTAL T" GLA- AMA� 2— &P
PERCENTAGE 6 GLA35: 26.55 x.
REAR /SOUTH ELEVATION
SCALE: W.V-c'
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DOC4 =
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BIDS
PERMIT
CMSTRUCTIM
SCALE
NOTED
DRAYM BY: DlE.T..
GATE: Sab/03
CHECKED BY: FdEF- I
DATE: 5f210
JOB NUMBER
02-24
SHEET NUMBER
REV.
A-2
I
7-
TO MA— EXIST.
—1
EXIST ME.
TOTAL WALL AREA: 1216F.
C T"
TOTAL GLAW A� IM sp,
PERCENTAGE
RIGHT/WE5T
ELEVATION
CF GLADD, w-
. ..... =7:71
WALL AREA I 6F.
TOTAL T" GLA- AMA� 2— &P
PERCENTAGE 6 GLA35: 26.55 x.
REAR /SOUTH ELEVATION
SCALE: W.V-c'
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0 I lu
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DOC4 =
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BIDS
PERMIT
CMSTRUCTIM
SCALE
NOTED
DRAYM BY: DlE.T..
GATE: Sab/03
CHECKED BY: FdEF- I
DATE: 5f210
JOB NUMBER
02-24
SHEET NUMBER
REV.
A-2
I
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1
D
GENERAL NOTE.:
' 11 This lea - BUllder's set^ IT co"ttuctton drawings. Ic la
Out the intent of those drarleo. to an.. ovary de[eil of
oditionalon. The builder aH.II be C ,n.elble row ..Pplying
additional aM I.Ppteeental infotmetlon reRUlted co owplece
ooze pro]ac it sMll also be the Mlltlas's reaponalbillty
.neck, va[ify and coordinate all dine -i Hal b ciW
Polnta aM load., n,ttuttion details, n [e addenda, etc.
for .11 Phase. of comtruetion _VjEa,i oto to to this
project.
21 tf any a omlaslons a:W /or ro tadictiona appear I.
these c ns[ruhtion drawings, specifications, eM /or any other
decueents, then the builder shall notify Gat- EnglneaTiz
Services, I. rtiti -9 p[ uch oaiseion aM /or
contradiction. GSV1ng of .ucn hell.. o tnlluce [o give
notice, does not relieve the builder of his responelb111ty to
.neck, verlfy, coordinate dieanaions, or the result.
thereof, and for [he coat of cactlfyinq same.
3) Gatoc E¢gieeeriny Services -hall not M re'pomible for
the design uW s rvleeabillty o[ the foundations [or the
pcoj «c witboutethe verlticetion of the site soil c.Iditiov
and vetlflcetion of the Posed bearing capacity of tM
.oil.
4) Verify all dlmmions before piocesei n. with work. Do not
tale dcevin,e. Use figured .-..Joe. only. Contra[tot
'ball verify ell d -Leos - c.EIUtlo... In the event of
ro¢fllct, notify engineer hefo.e procaedinq.
5) All work 'ball DD Pelfot 11 st[ict confoteence with all
Federal, State and Laca1 building cods..
dl All Pik aMultl he roMUC[ed per CM regulremnta of the
2001 Florida No Cede along with Palm BeacA CeunLy
Amntlwnta.
7) Con -t—LOI method., procedures, and eagmncas 're the
reapo.albility of the coetra.t.r and shall take the ........ y
Gv
sai"I n I emn Protect t et[uctursl Inteyrtty and
aervlceablllty of the t-t i aL all tIN.
BI Sit, a1M ronat.uctlon safety 3- the responsibility of the
contractortheas wll as the safety of his a'ploye.s and the
vlsltora to a Loy— of ell 'Whc.,tca to a and avehorized
project.
STRUCMAA, NOTES:
SOIL:
1) Footln9, have base designed for a alnleum soil bearing
Pt....- of 2500 P.S.F. Soil ,he 11 he termite treated.
21 Soil shall M compacted to 984 eodlfled proetor to (ASEH
D3557) within distance of to fast beyO1M all building
ed9- At I ... t one field daneity teat 'Hell be perfosma
[oi each 2500 sgmr. lest o[ area. Dam Ity test. are to be
-,le 12 Sncbaa belay the cogactIO aurfnce. Result- of
proctor test( '1 cad field density teat(,) shall be Nml.had
to the englnaeo-o[. ..cord.
CONCRETE:
1) OIL-" otberrlse cello on drawl:. -, all concrete wrk
u
aha ...form to all xequitemnta end racomendationa o! ACI
301 "apec![Seatlon for 9cructute3 Concrete for eulldinga ^,
2) Reintoreinq beta to be ASEN A 615, Gtede 60 fumes. noted
othaiwieel, tr.a free o11, loo,. .ca Is and loose rust end
bent, lapped, placed, aupportea ans fast...d -- Irdi.g to
'The Hamel of St:d, Practice lot Detailing connate
Structure,' MCI 3151 s:W 'The eu tldino Code Pequ Stemanca for
Reinforced Concrete' (.I 318) .
3) Welded wire fabric M-1.1 shall confotn to A-
105.
4) Concrete el, de,Iyead to be 1. a ordancI with ASSM C94-
93A with a minimum roep[ee'SVa strength at 2e day, as
follows:
FOUneatlona, Slabs on mode,
Meaony Columns and Ile Beam - 3,000 psi
5) Concrete covet for all poured In place Conerete shall W
as tulles:
F. tione - (CAncrece "It against and permanently eapo,ad
to earth - 3 inches
W/ STUC a F !1 [' -, L. I III � GIRDER TRUSS
Concrete rla Seam - 1 -1/2^
Slab. on fill - M.M.F. at oen[ai of slab
6) Ths follovinq overlap Iona of rebar shell be used:
Foo Cinga, C-lose. and Ile Beam... ... ...36 bar diametet.,
TI The Contract- shall provide the .sexy Dola[et,
chair., and enlace III—. relnforce...tnlrequl[ea tot the
. PPOrt of the reintoreleq.
8) Accaa..ty Products:
e. Vapor barrier: 6 all clear polyethylene file.
9) Rmove all loose dabri. end standing voter Pr1.r to
Placing of ..¢crate.
101 All coMi ! places by the pumped sethei shall be
proport lone. in accordance ith the pcovl.lo.' of ACI-613.
MASONRY:
11 Concrete ne oozy unite .hall be tw cell block mde of
Portland I--I, rate[ and approves ...spate. arW ,bell
onfo[a to the .t.Mard spa fjc.tj one for bellow load
bearing ro rata vey its mm c90 with a einimun
campteaslva at[apth [•m 1un500 Dal.
2 1 Nmitai In"' be t_ ^N^ o ^9' and ahe11 coe[ora to ASOM
C -2701 Section 102. Plate .hollow units with f,ll sestet
bedmnt in all coucaea
IT Pier. end column. and I, 't-LeS
[rotivga and aotSI walla, .M where adj.c -t to
,all. o avlcim to be reinforced oc filled in grout
rote.[ Remove enrtai piot[uslons eitendin9 No- In- 112^
Leto calla or cavltlea to be grouted.
3) Vertical tell. to be fillet, shall have vertical alignment
to maintain a continooua unobstructed cell area not lase than
2"
41 Cleaning hale. shell ba provided It the bet- of all
ro ontalnlnq wart icsl .eleforc -It. All grout Sn filled
C0113 -hell bs a elnieum of 3,000 pal.
5) Calla contelnlnq r.iIf.,C_t Shall ba solidly Tilled
with 'grout and poura shall he stopped at 1 1/2 below the top
cells.shell ba nlnlspMKJY00p No mncrs[e. tilled
6) Cleaning Mles shell be provitlM et the be of ell
ontalnlnq vs[tical re intorcemnt. ALl piout shall ba
e- Plldacetl at tam of pouting by pu.11I or vibrating sM
then ramn,oll lIt.d by later puddling be tore the Pi 'I., ty
is lost.
10000s
1) All structural rood members shell be Southern Pine M2 mr
batter. All ,ttuctural L—c .bell he- ein. bending access
rating of 1400 pal, min, unless other n,ael fled.
2) All wood meter. shall be, secured with approved .l
tie', clip,, and anchor. to tie bees, or bearing partition..
3) All rood in contact with meaoery, concrete, or steel ahau
be pressure treated. provide approved mia[ute
barrier bat the con c rate or other eemnticous mecerlela
etW the wed Pat Code
4) Gas galvanised sail. ¢nay for eicerlor wood wrk.
STUCCO:
11 All stucco --to, coat. shall be allowed 24 hours drying
period.
WOOD
24' OZ.
INSTALL SHIPSO! TS 22
HAARR1CAME STRAP5
W -0. OZ. TO EXIST.
ROOF TRUSSES —
fgBA.R. f2) TOP. I I
(2) MOT. 4 (2) CENTER .-4.
CEMENT TILES (TO HATCH EX15TJ
ON 90• NOT MOPPED FELTS
1
OVER 30e TINTACf "` FELTS ON
aa" THY_ C
'DX' PLYWOOD. PLYWOOD
SIMPSON LU624
SHALL BE NAILED OM 6d
NAILS a 4" O.C. AT THE EDGE
JOIST NMWiER -�
6' OL. N THE FIELD
II
I
LIMA
.B">?
4-0. OZ.
2.4 . I6' O.C. �\ �\
aewnAry .war SV7 �\
MATcW
EXIST.
W/ STUC a F !1 [' -, L. I III � GIRDER TRUSS
Concrete rla Seam - 1 -1/2^
Slab. on fill - M.M.F. at oen[ai of slab
6) Ths follovinq overlap Iona of rebar shell be used:
Foo Cinga, C-lose. and Ile Beam... ... ...36 bar diametet.,
TI The Contract- shall provide the .sexy Dola[et,
chair., and enlace III—. relnforce...tnlrequl[ea tot the
. PPOrt of the reintoreleq.
8) Accaa..ty Products:
e. Vapor barrier: 6 all clear polyethylene file.
9) Rmove all loose dabri. end standing voter Pr1.r to
Placing of ..¢crate.
101 All coMi ! places by the pumped sethei shall be
proport lone. in accordance ith the pcovl.lo.' of ACI-613.
MASONRY:
11 Concrete ne oozy unite .hall be tw cell block mde of
Portland I--I, rate[ and approves ...spate. arW ,bell
onfo[a to the .t.Mard spa fjc.tj one for bellow load
bearing ro rata vey its mm c90 with a einimun
campteaslva at[apth [•m 1un500 Dal.
2 1 Nmitai In"' be t_ ^N^ o ^9' and ahe11 coe[ora to ASOM
C -2701 Section 102. Plate .hollow units with f,ll sestet
bedmnt in all coucaea
IT Pier. end column. and I, 't-LeS
[rotivga and aotSI walla, .M where adj.c -t to
,all. o avlcim to be reinforced oc filled in grout
rote.[ Remove enrtai piot[uslons eitendin9 No- In- 112^
Leto calla or cavltlea to be grouted.
3) Vertical tell. to be fillet, shall have vertical alignment
to maintain a continooua unobstructed cell area not lase than
2"
41 Cleaning hale. shell ba provided It the bet- of all
ro ontalnlnq wart icsl .eleforc -It. All grout Sn filled
C0113 -hell bs a elnieum of 3,000 pal.
5) Calla contelnlnq r.iIf.,C_t Shall ba solidly Tilled
with 'grout and poura shall he stopped at 1 1/2 below the top
cells.shell ba nlnlspMKJY00p No mncrs[e. tilled
6) Cleaning Mles shell be provitlM et the be of ell
ontalnlnq vs[tical re intorcemnt. ALl piout shall ba
e- Plldacetl at tam of pouting by pu.11I or vibrating sM
then ramn,oll lIt.d by later puddling be tore the Pi 'I., ty
is lost.
10000s
1) All structural rood members shell be Southern Pine M2 mr
batter. All ,ttuctural L—c .bell he- ein. bending access
rating of 1400 pal, min, unless other n,ael fled.
2) All wood meter. shall be, secured with approved .l
tie', clip,, and anchor. to tie bees, or bearing partition..
3) All rood in contact with meaoery, concrete, or steel ahau
be pressure treated. provide approved mia[ute
barrier bat the con c rate or other eemnticous mecerlela
etW the wed Pat Code
4) Gas galvanised sail. ¢nay for eicerlor wood wrk.
STUCCO:
11 All stucco --to, coat. shall be allowed 24 hours drying
period.
WOOD
24' OZ.
INSTALL SHIPSO! TS 22
HAARR1CAME STRAP5
W -0. OZ. TO EXIST.
ROOF TRUSSES —
fgBA.R. f2) TOP. I I
(2) MOT. 4 (2) CENTER .-4.
8.30 WEULATION
1
`INSTALL
N.
I I
'4a' TWX TYPE
X' DRYWALL
I _
r -
f
WURRZAI
(4) IV. I
II
I
LIMA
.B">?
4-0. OZ.
I I
I II
I ail
TI DX NK47512
0.145 - SHAUP
VIPA011
TO 6' W
ZINK PLATED
'
NEW 4• THK. CONC
SLAM ON EX15T SLAB
W" MV 6 6 10/10 WWF. ON 6
MIL MOISTURE BARRIER
DRILL 4 EPoM 5
xRIL LI 110 e
4' -0. OZ. 4' M81 El'IMED. J
K NK47S12
0.145 - SHA
NEW
EXISTING
GONSTR
CONSTR
SECTION 'A'
SCALES 4•.I' -0^
MASONRY WALL MASONRY COLUMN OR FILLED CELL
EXTERIOR DOOR
1 . 4 P.T. BUCK
- D 0 0 R -
M,k%NRY WALL MASONRY COLUMN OR FILLED CELL
Ill 111 =-I WINDOW
1 z2 P.T. BUE
— W I N D O W -
WINDOW / DOOR BUCK
DETAIL
N.T S.
FRAMNG BUCKS SHALL BE ANCHORED TO ASTM C -90
GRACE N, TYPE I CONCRETE MASONRY UNITS
APPUC"N : TYPE ' SIZE :
ON PT. 14 ON
ON 1.0 PT, FASCIA
S. G. DDORS
n DX NK47S12.
0.145 - SHA6'
-1
10 12' W
ZNN PLATED
STUC; O
.B">?
4-0. OZ.
NINOOWS
TI DX NK47512
0.145 - SHAUP
VIPA011
TO 6' W
ZINK PLATED
f10NV
wo
N
EXT. SW. DOORS
K NK47S12
0.145 - SHA
( UP M 3' W
ZNK PLATED
• ANCHORS MUST NOT BE SECURED TO MORTAR OR W/I I-
• FASTENING OF GWAGE DOORS. WHOM h EXTERIOR SWING
DOORS TO FRAMING ROCKS SFWL BE PER W[RIF. SPECS.
'
ALL FASTENERS TO //BE INSTALLED PER "ff. SPECS,
• 115EU WHEN SENINNG EWD 0 0 PKRECAS �iR fELS� 70 BE
• AL/. FASTENING 1/4• DM. X 1 -1/2" EMB. HLn KWIK CON 2
FASIEIIED THRU WbI00W FRAME ANp I X BUG( TO MASONRY WALL.
LOCATE 16. O.C. AND WITHIN 6. OF ENDS,
EXIST. PREFA5RICAID
U.00D SES • 34 OL.
ROOF PLAN
SCALE: 3/32••1' -0^
CEMENT O4 S& HOT HOPPED FELT5XIST.1
OVER 30• TNNTAO ED FELTS ON
," THK 'cox' PLYWOOD. PLYWOOD
A.
SFL 5E NAILED W/ Sd
NAILS a 4" O.C. AT THE EDGE
6" OZ- IN THE FIELD - - -\
SIMPSON MTA22
AI HC
ANCHOR R 5 TR4F
HON GALV. DRIP EDGE
ON PT. 14 ON
ON 1.0 PT, FASCIA
-1.4
TO MATCH EXISTING
4, -T�O _
-1
TO
x `4<-
STUC; O
.B">?
4-0. OZ.
24" OC.
R1IMALL
TYP. INTERIOR WALL
NO SCALE
iOLSE „UA11Ni. A5 IN EAGN15 OF SFRMCE. ASE r.W
501E P80PFRSE OF OATOR FNalff . EN, OE , ED 1NEY
IN N07 TO Eg REPRON WT UT THE MNI OR APIT
N ANY OTHER Ih,T WIHOJT THE FXP3ES5 W,t1EN
wtxalnzAtwN a c.traR [H6WEERNO slRwcis. Nc.
V'
`wJ
r�
V
r0.
El
CrV
AUG 1 2003 W W A
Town of Gulf Strearr,
Czlwao
w IN
MATCH
EXIST.
PRE• FABRICATED WOOD
TINSMES • 24" OZ.
R 30 MSULAT
as' THx TYPE
'JL' DRYWALL
-TRAY CEILIW..
BE COKFIGUR!
OWNERS REOL
8• x Q" TIE -BEAM
WW/ (4) •5 RE5AR
Z P.T. ht2 FURRING • 24' OL. L
W/ ly' TT4'IG DRYWALL
6" MASONRY WALL W/
(I1 5 REBAR • 6' -0. OZ, (MAXJ
IN cONC:. FILLED CELLS
4" OONG SLAB W/
6.6—LOANS WWF. ON
l 6 MIL MOIST. BARRIER
TYPICAL WALL SECTION
SCALE: , ".I' -O°
Z
O
-1.4
d
V,
-1
�QW
W
O
73
L
Z� :3
O Z
NO0
' n
Ucp QU_
Q4
f10NV
wo
N
0L
F_
SCALE
NOTED
DRAWN BY: DET. DATE: 688/03
CHECKED BY: REF. DATE: 688/03
JOB NUMBER
02 -24
SHEET NUMBER REV.
A -3
U
O
N
L
BIDS PERMIT
CONSRNC110N
SCALE
NOTED
DRAWN BY: DET. DATE: 688/03
CHECKED BY: REF. DATE: 688/03
JOB NUMBER
02 -24
SHEET NUMBER REV.
A -3
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
a COMMISSIONERS
WILLIAM F. KOCH, JR., Mayor
JOAN K ORTHW EIN, Vice Mayor
FRED B. DEVITT III
ROBERT W. HOPKINS II
WILLIAM A. LYNCH
STATE OF FLORIDA )
COUNTY OF PALM BEACH )
TOWN OF GULF STREAM )
i is
AGENT AFFIDAVIT
Telephone
(561) 276 -5116
Fax
(561) 737 -0186
Town Manager
KRISTIN KERN GARRISON
Town Clerk
RITA L TAYLOR
•RECEIVED•
AUG 15 2003
Town of Guff Stream, FL
BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) Constance Swift
, WHO BEING DULY SWORN, DEPOSES AND SAYS:
THAT THE PERSON (S) OR COMPANY OR FIRM LISTED BELOW
HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED
BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS
AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM.
THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS:
Place Au Soleil, Lot 42, Ord. Book 10996, Page 1067
AGENT'S /(S) NAME:
Robert Fetrow
COMPANY OR FIRM NAME: Gator Engineering Services, Inc.
AGENT'S ADDRESS: 7289 Garden Rd., Suite 104, West Palm Beach, FL
33404
AGENT'S PHONE: (r
FURTHER AFFIANT SAYETH NOT.
(OWNER SIGNATURE)
SWORN TO AND SUBSCRIBED BEFORE ME THIS
20_D
ti `7
(NOTARY PUBLIC)
MY COMMISSION EXPIRES:'! Q-5 Y'P� ; v GRADY = Commission # DD0105279
ms/ yvonne /appforms/affidavitowner /8/2/0 Expires 6/29/2004
Bonded through
(�D0432j251y Florida Notary Assn., Incl.
N..N.NN.H. NNN.N.............NNN N941
100 SEA ROAD, GULF STREAM, FLORIDA 33483
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Telephone
(561) 276 -5116
I COMMISSIONERS Fax
WILLIAM F. KOCH, JR., Mayor ;,f' (561) 737 -0188
JOAN K ORTHWEIN, Vice Mayor r u Town Manager
FRED B. DEViTT III ®REC 9
ROBERT W. HOPKINS II KRISTIN KERN GARRISON
WILLIAM A. LYNCH E 11/E p ` RITA L TAYLOR
AUG 15 2003
Town of Gulf Stream, FL AFFIDAVIT
STATE OF FLORIDA )
COUNTY OF PALM BEACH )
TOWN OF GULF STREAM )
BEFORE ME THIS DAY PERSONALLY APPEARED Robert Fetrow
WHO BEING DULY SWORN, DEPOSES AND SAYS
THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING
ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one):
(!!�!Vithin 25 feet, *(for N. Ocean overlay, Demolition, Land Clearing, Signs and Site
Plan Review
(2) within 300 feet, *(for Variances or Appeals)
(3) adjacent to *(for Special Exceptions)
THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS
KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST
OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE.
*streets and waterways are excluded from this distance
THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS:
Place Au Soleil, Lot 42, Ord. Book 109964 Pg, 1g,&7
FURTHER AFFIANT SAYETH NOT.
SWORN TO AN DESCRIBED BEFORE ME THIS 19 — DAY OF d Itq - , 200)-
/ f
�Nrr Pu LIC)
RITA L. TAYLOR
MY COMMISSION EXPIRES: '��a °° MY"0"ISSION# DD(182,l�
'-ft�3-NOTARY ruan ?I.'INN
FL Notary Sernpe 8 Bontling inc
ms /yyvonne /appforms /affidavid6/ 13/00
(SIGNATURE)
100 SEA ROAD, GULF STREAM, FLORIDA 33483
805
815
,25
835
CARDEN
STORTS
JOHNSTON.
BOBLEY
CANARY WALK
800
810
820
830
FEENEY
GABRIELLE
SUNUNU
KRAML
2580
MATHEWS
1014
BIANCHINI
2570
AURI
�566
FOX
2562
93,
BODE
GAI
920
2575
SNOWDON
e
2582 2586§
MARINO RUSSO
AVE. AUSOLEIL
"2564
FRENCH
2552
WOOD
2
AVE. AUSOLEIL
2516
TAGLIENTI
479
ROBERT
2562 554d
SWIFT &SANDRA
940 '
GREGORIOU
2520
GLASS
2-540
SMITH
2550 2546
MALONE GUNTHER
2534
MALMSTROM
2538
2542
LESLEY
ARRASCUE
•RECEINJED•
A U 6 15 2 3
Town of Gulf Stream, FL
Palm Beach County Property � -)raiser Property Search System Page 1 of 2
Gary R, Nikolits, CFA
Palm Beach County Appraiser
Public Access System
Home
Property Information
Search
Location Address: 2554 AVENUE AU SOLEIL
Search Result
Municipality: CITY OF GULFSTREAM
Property Informatio
ri Parcel Control Number: 20- 43- 46 -04 -22 -000 -0440
Owner Information
Subdivision: PLACE AU SOLIEL
Structural Detail
Official Records Book: Page: Sale Date:
Extra Features
Legal Description: PLACE AU SOLEIL LT 44
Land Detail
Market Value:
Tax Detail
Acres: .00
Print Information
.. ..... .... ......
Use Code:
_ -
Property Apprais
_._......
'Owner Information
Home
Name: MAIER MICHAEL A& gc,I60—
Mailing Address: 2554 AVENUE AU SOLEIL
........................
DELRAY BEACH FL 33483 6102,x €asn --
•fnn�f �+....4:s:...1 A ........:....1
LVVL VCI LIIIWU Mf.J' 1 ONJQI
Improvement Value:
$136,426
Number of 1trc.Lsa1
< --
Units:
Land Value:
$85,000
Total Sq. Ft: 2778
Market Value:
$221,426
Acres: .00
—Land ...... I
Use Code:
0100
Description: SINGLE FAMILY
2002 Certified Tax
Ad Valorem: $3,266.27
Non ad valorem: $104.00
Total: $3,370.27
2002 Certified Assessed & Taxable Values
Assessed Value: $189,456.00
Exemption amount: $25,000 (2002 Exemption)
Taxable: $164,456.00
[2003 Exemption -
Homestead Receipt #:
Regular Homestead:
0206008
$25,000
Exemption2554 AVENUE AU SOLEIL
Address: GULFSTREAM FL 33483 -6102
http: / /www.pbcgov.com /papa/main/detail info. asp ?p_entity = 20434604220000440 8/13/03
Palm Beach County Property Y' -,raiser Property Search System
Home
Search
Search Result
Property Informatio
Owner Information
Structural Detail
Extra Features
Land Detail
Tax Detail
Gary R. Nikolits, CFA
Palm Beach Count_ Appraiser
P ubfic .gems System
- Property Information
Location Address: 2588 AVENUE AU SOLEIL
Municipality: CITY OF GULFSTREAM
Parcel Control Number: 20- 43- 46- 04 -22- 000 -0390
Subdivision: PLACE AU SOLIEL
Official Records Book: 01696 Page: 0000
Legal Description: PLACE AU SOLEIL LT 39
Sale Date: Jan -1969
Page 1 of 2
Print Information
Property Apprals OWner Information
Home Name: WOOD JAMES M &Gc�
Mailing Address: 2588 AVENUE AU SOLEIL
DELRAY BEACH FL 33483 6102
OfAA09 A .. ..1
-LVVL vWIUIICU P%ppialaal
Improvement Value: $0 Number of {* )Cp (t
t7�:4• Y+Syv N �:.:.
Units:
Land Value: $72,000 Total Sq. Ft:�
Market Value: $72,000 Acres: .00
Use Code: 0000 Description: VACANT
^0%0%0% ^ --LGL:r mr
.LUVL kour11.111eU I ax
Ad Valorem: $1,429.98
Non ad valorem: $0.00
Total: $1,429.98d#
^AAA ..L:i:..A A-- -- - -J O T..���L.�.. \ /..1......
LVVL LoCI LIIICU MZ1bWb:1GU O[ 1 axaIJIC V QIUCb
Assessed Value: $72,000.00
Exemption amount: $0 (2002 Exemption)
Taxable: $72,000.00
Exemption Information Unavailable.
Sales Information
Sales Date Book Page
Price Instrument Owner
http://www.pbcgov.com/papa/main/detail—info.asp?p entity=20434604220000390 8/14/03
Palm Beach County Property P raiser Property Search System
I R. Nikofits, CFA
Palm Beach County appraiser
Public access System
................ ...............................
Home Property Information
Search Location Address: 2566 AVENUE AU SOLEIL
Search Result
Municipality: CITY OF GULFSTREAM
Property Informatio 1 parcel Control Number: 20- 43- 46- 04 -22- 000 -0410
Owner Information Subdivision: PLACE AU SOLIEL
Structural Detail Official Records Book: 12455 Page: 137 Sale Date: Apr -2001
Extra Features
Legal Description: PLACE AU SOLEIL LT 41
Land Detail
Tax Detail
........................ ...............................
........................ ...............................
Print Information
Property Apprai
Home
Page 1 of 2
Owner Information _
Name: CROSSEN SHERRIE L & -C Z067 j fox
Mailing Address: 2566 AVENUE AU SOLEIL
GULFSTREAM FL 33483 6102 Ax €n *its,:
AAAA f1_- J. :1:_J A - - .-_ _1
LUUL %,1VUL111eu /AppudI5d1
Number of
Improvement Value:
$141,281
1
Units:
Land Value:
$75,000
Total Sq. Ft: 3527
Market Value:
$216,281
Acres: .00
trod,..
Use Code:
0100
Description: SINGLE FAMILY
AAAA ^ -- L!r•_J r_
LUUL %..erullUu 1 ax
Ad Valorem: $3,265.27
Non ad valorem: $104.00
Total: $3,369.27 bd#
nnnA n_..L:t: r A______-1 O T____V l /.L.....
LUUL LOCI L1 ICU /'%bW:SSI:U OK 1 dxduiv V d1uC5
Assessed Value: $189,407.00
Exemption amount: $25,000 (2002 Exemption)
Taxable: $164,407.00
2003 Exemption -
Homestead Receipt #:
Jtwros - Full
0206007
$25,000
Exemption2566 AVENUE AU SOLEIL
Address: GULFSTREAM FL 334836102
http: / /www.pbcgov.com /papa/main/detail _ info. asp ?p__entity = 20434604220000410 8/13/03
Palm Beach County Property A raiser Property Search System
Gary R. l outs, CFA
Palm Beach County Appraiser
€ blic Access. System
..... ............................... . .
Home Property Information
Search Location Address: 2564 AVENUE AU SOLEIL
Search Result
Municipality: CITY OF GULFSTREAM
Property lnformatioi parcel Control Number: 20- 43- 46- 04 -22- 000 -0400
Owner Information Subdivision: PLACE AU SOLIEL
Structural Detail Official Records Book: 11083 Page: 0686 Sale Date: Apr -1999
Extra Features Legal Description: PLACE AU SOLEIL LT 40
Land Detail
Tax Detail
Print Information
Property Appraisp0%
Home I`
er Information
Name: FRENCH MORTON R III
Mailing Address: 2564 AVENUE AU SOLEIL
DELRAY BEACH FL 33483 6102
nnnn i+_rL7t__J w _1
Page 1 of 2
AUUA %,VFLl111VU HNNfdibbil
Number of
Improvement Value:
$265,895
2
{#
Units:
Land Value:
$85,000
Total Sq. Ft: 4786°
Market Value:
$350,895
Acres: .00
I-n•,c
Use Code:
0100
Description: SINGLE FAMILY
2002 Certified Tax
Ad Valorem:
Non ad valorem:
Total:
$5,608.53
$157.00
$5,765.53
AUVA IrCI 111 ICU 115,t:,bt:U OI I ClAclu1C V CHUG,
Assessed Value: $307,389.00
Exemption amount: $25,000 (2002 Exemption)
Taxable: $282,389.00
2003 Exemption
Homestead Receipt #: 0000000
Regular Homestead: $25,000
Exemption2564 AVENUE AU SOLEIL
Address: GULF STREAM FL 33483 6102
.................
http: / /www.pbcgov.com/ papa /main/detail_ info. asp ?p_entity = 20434604220000400 8/13/03
HUC U5 UJ 11:1ia John Meade
This int=ent prepared by:-;Y Arut4 T-0
Drake M. Batchelder, Esq.
Akennan. Senterfitt & Eidson, P. A.
450 E. Las Olas Boulevard, Suite 950
Fort Laudetdale, FL 33101
561 - 272 -2256 p.2
Itar-19 -1999 6235ps 99 -- 1 1 1896
ORS 16996 Dp 1067
i.an 44225S,, /it. ll/ 14c 2 975. N
istoIM�4M1r810MB film Isla
THIS INDENTURE is made this 15th day of March, 1999, Between ALBERT J.
deSTEFAN and VIOLET G. deSTEFAN, his wife, of the County of Palm Beach, State of
Florida , collectively "Grantor ", and CONSTANCE T.M. SWIFT , orthe County of Palm
Beach, State of Florida, whose Post Office address is
-��y; / ,ur�, collectively "Grantee ".
WITNESSETH, that the Grantor, far and in consideration of the sum of TEN AND
NOl100 DOLLARS ($10,00), and other good and valuable considerations to the Grantor in hand
paid by &,e Gtmttee, the receipt whereof is hereby acknowledged, has granted, bargained and
sold to the Grantee, and Grantee's heirs and assips forever, the following described land, situate,
tying and being if, Palm Beach County, Florida, to wit.
Lot 42, PLACE AU SOLEIL, according to the Plat thereof recorded
in Plat Book 27, Fage 69, of the Public Rxords of Palm Beach County, 0 RECEIVED •
Florida
AUG 15 2003
Town of Gulf Stream, FL
PROPERTY APPR -41SER IDENTIFICATION NUMBER:
21i-43=4.t, _0!L22 jM -0-4M
GRANTEE'S SOCIAI. SECURITY NUMBER:
SUHaCT TO easements, restrictions and reservations of record, if any, and
taxes for the, ear 19W and subsequent years,
and the Granter does hereby fully warrant the title to ute land, and will defend the same against
the lawfirl clairns of all person whomsoever.
IN WITNESS WHEREOF, Grantor has hereunto set Grantees hand(s) and seal(s) tltc
day and year first above written.
Signed, sealed and delivered
in our presence
nam lbert J. deSte
tnatn (Print name)Violet G. �deStefan
iv
jo, 11 10
r
nub uzi, u.y i i : i i a Bonn rteaae bbl -c is -Ceou P..y
on 101943& Vy 1 068
pwrwj N. YlLrD5 mE%T Ps c"rY, FL
STATE OF FLORIDA
COUNTY OF PALM BEACH
The foregoing instrument wrs acknowledged before me this 1X�day of Much . 1999 by
Albert J. deSiefan and Violet G de-Stefan, 1¢s wife wbo ue personally (mown to rre of who have
as identification and
produced �Oi._ - - -. —_- -- --
who did (did not) take in oath.
c.Kror
My commission expires: _•0� fO4h� ublic
rpm CC11r5497
i r w *Awdd X900"
X00 Il a . MOM
f.:
I hereby certify that the foregoing is a true copy
< <' 11 of the re d in my office this day, Apr 11, 2003.
DOROT WIL N, Clerk of CDurt, Palm Beach County, Florida
BY'� L� "`- �l t Deputy Clerk
P
NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL
NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board
of the Town of Gulf Stream will hold a Public Hearing on September 11, 2003
at 8:30 A.M., in the Commission Chambers of the Town Hall, 100 Sea Road,
Gulf Stream, Florida, at which the following will be considered:
An application submitted by Robert Fetrow, as agent for Constance
Swift, owner of the property located at 2562 Avenue Au Soleil, Gulf
Stream, Florida, which is legally described as Lot 42, Place Au Soleil
Subdivision, to permit a one -story addition to an existing Gulf Stream
Bermuda style home, consisting of a great room and master bedroom, a
total of 1,490 square feet.
The Architectural Review and Planning Board shall make a final decision
regarding the subject application at the meeting noticed above. The meeting
may be adjourned from time to time and place to place as may be necessary to
hear all parties and evidence.
The complete application materials are on file in the Office of the Town
Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be
reviewed during regular business hours, which generally include non - holiday
weekdays from 9:00 A.M. to 4:00 P.M.
ALL PARTIES INTERESTED IN THESE MATTERS may appear before the
Architectural Review and Planning Board and the Town Commission of the Town
of Gulf Stream at the times and place aforesaid and be heard.
SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE
ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER
CONSIDERED AT THIS PUBLIC HEARING, SAID PARTY WILL NEED A RECORD OF THE
PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD
OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE
UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S.
TOWN OF GULF STREAM, FLORIDA
Dated: August 25, 2003
Rita L. Taylor, own Clerk
Swift'. Residence Addition
2562 Aveunue Au Soliel
Gulfstream, FL
TOWN OF GULF STREAM SITE DATA TABLE
Gross Lot Area
Effective Lot Area
24,097
FAR Calculations
EXISTING
DEMO
NEW
NET
15 Floor Living
3,239
Ceilings over 15'
double
2" Floor Living
1s1 Floor Covered
(porches, overhangs >
2112►
494
494
2" floor Covered
Awnings > 3' and
screen encl. 0% )
1 0 0
_
Garage
482
4 8 2
Gross Floor Area
4
Out Buildings
420
Total Floor Area
Proposed
5,975
First 20,000 X.33
Over 20,000 X.20
Total Allowable FAR
Per Manual
7,419
Total Hardscape Area
11,630
Required Landscape
Area (lot size x 40 %)
9,639
Actual % Landscaped
Open Space Area
12,487
*RECEIVED•
AUG 15 2003
Town of Gulf Stream, FL