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INVOICE # 04 -19762
PROPERTYADDRESS.
960 EMERALD ROW, GULFSTREAM, FL. 33483
LEGAL DESCRIPTION•
LOT 59 OF "PLACE AU SOLEIL" ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 27, PAGE 69 OF THE PUBLIC RECORDS
OF PALM BEACH COUNTY, FLORIDA.
CERTIFICATIONS:
ROBERT MORTON MILLER
BARBARA PARKER MILLER
TRANS -STATE TITLE INSURANCE CORPORATION
FIRST AMERICAN TITLE INSURANCE COMPANY
Z FLOOD ZONE INFO.
COMMUNITY # 125109 LOWEST FINISH FL: 8.7
PANEL & SUFFIX 0001 D GARAGE EL: 8.0
FLOOD ZONE A5 7
`J DATE OF FIRM 9/30/82
REVISION SCHEDULE:
/
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1 r``�/✓: /f� /'
LEGEND:
- *—# —z— DENOTES FENCE LINE
DENOTES WOOD FENCE LINE
M
OHC
ORB
- MEASURED
- OVERHEAD POWER CABLE
- OFFICIAL RECORDS BOOK
-
NOTES:
1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY
SURVEYOR'S CERTIFICATION:
BOUNDARY
J/ (
U J1��`
^�dX
P
PLAT
CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY
1 HEREBY CERTIFYTHATTHIS
-
DENOTES ELEVATION SITE
PC
- POINT OF CURVATURE
THIS OFFICE.
SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS
/
V f` I "
ABBREVIATIONS:
PCC
- POINT OF COMPOUND CURVATURE
2.
UNDERGROUND IMPROVEMENTS NOT BEEN
SET FORTH BY THE FLORIDA BOARD SURVEYORS AND MAPPERS IN
F/_
,
i i✓
AL -,ARC LENGTH
PCP
- PERMANENT CONTROL POINT
HAVE LOCATED EXCEPT AS
I
CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
i
CE CENTER LINE
PK
PARKER KALON NAIL
SPECIFICALLY SHOWN.
SECTION 472.U27, FLORIDA STATUTES.
,..
CF CALC FROM FIELD MEASURE
R
PROPERTY LINE
3.
ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929
PR
" r
CR - CALC FROM RECORD INFO
POB
- POINT OF BEGINNING
N.G.VD.
1929).
URVEYOCRS
nip =rs' �
i TTLiTJ
DB DEED BOOK
POC
- POINT OF COMMENCEMENT
4.
FENCE TIES ARE NOT CENTERLINE OF FENCE.
DE DRAINAGE EASEMENT
PRC
PT
- POINT OF REVERSE CURVATURE
- POINT OF TANGENCY
5.
IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED
Gi
Licens
�u 667
DME - DRAINAGE MAINTENANCE EASEMENT
D CENTRAL ANGLE
RAW
RIGHT OF WAY
TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS
.,t
er
EASE - EASEMENT
RP
RADIUS POINT
SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
SIGNED: DATE:
((] 777
HO )
_
% 707
AX�����_"���Y /
F.F. - FINISHED FLOOR
SBR
- SOUTHERN BELL RISER
6.
ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO
William Michael Carr, Professional Surveyor & Mapper
Florida Registration No. 5092
\� "�— --
"
W. • AKLAN PK. BLVD. • SUITE 108 • LAUDERHILL, FL 33313
FND -FOUND
FPL FLORIDA
UE
WIC
- UTILITY EASEMENT
WITNESS CORNER
RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE.
'0
not valid without the signature and original seal of the
g
- POWER & LIGHT
L -LEGAL
WPM
- WATER METER
7.
DATE OF ORIGINAL FIELD WORK l `:- I L' .
Florida Licensed Surveyor and Mapper shown above)
-A
-A
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WATERUJA"r
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AREA OF NEWS
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EXIST'G
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SET5AC< GAL C.
4Vr.;;. LOT UJIE)TH 105'A 30%
31.507 2 = 15-15' (6112E 5.5.
L ANC) 5CA LAND FE
AfREA
E
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EXISTING SEA LUALL wi C;ONC;F-,,ETE CAF
EX15TIN�
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cr-tlEX15TING
FOOL DEc�
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I/ y/,L,4ND5GAf=E
/ AREA
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LOCATION
AVE., AU CANAR
ALTERATIONS AND ADDITIONS TO:
MILLER RESIDENCE
GLTLFSTREAM FLORIDA
T &
aT DESIGN ARCHITECTURE a�a�0- PLANNING, INC.
4091 BURNS ROAD, SUITE B•14 PALM BEACH GAR-DENS, FL 33410
PH (561) 625-5261 - FX (561) 625.0-41 FLORIDAREG. kA0003355
EMAIL x,%-,A,.trndesip 12345Cabeltsouth, net WEBSITE: -,N,-WW 1MZrChT)j&nX()jZ
GRO
GRO-0,41-2t OT 'AREA
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8
SOLEIL
t'
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0�
FAR C A LCULATIONS
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O
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LOCATION
AVE., AU CANAR
ALTERATIONS AND ADDITIONS TO:
MILLER RESIDENCE
GLTLFSTREAM FLORIDA
T &
aT DESIGN ARCHITECTURE a�a�0- PLANNING, INC.
4091 BURNS ROAD, SUITE B•14 PALM BEACH GAR-DENS, FL 33410
PH (561) 625-5261 - FX (561) 625.0-41 FLORIDAREG. kA0003355
EMAIL x,%-,A,.trndesip 12345Cabeltsouth, net WEBSITE: -,N,-WW 1MZrChT)j&nX()jZ
lilro,
. . . ..... ...
CTURAL SHEET INDEX
DESCRIPTION
SITE PLAN
EX. F-IRST FLOOR PLAN
PROP. FIRST FLOOR PLAN
EX. SECOND FLOOR PLAN
PROP. SECOND FLOOR PLAN
PRO-POSED ROOF PLAN
EAST ELEVATION PROP.
NORTH ELEVATION -EX./PROP.
SOUT-H ELEVATION EXJPROP.
WEST ELEVATION EXJPROP.
q&6n Pfmw�-AIA =_
TOWN OF GULF STREAM SITE F->,4T,4 TABLE
GRO
GRO-0,41-2t OT 'AREA
L
20,260
8
FF
EFFEC"IVE LOT AREA
20,260
EXISTING
DEMO NEW NET
FAR C A LCULATIONS
1ST FLOOR LIVING
1,533
N/A
lilro,
. . . ..... ...
CTURAL SHEET INDEX
DESCRIPTION
SITE PLAN
EX. F-IRST FLOOR PLAN
PROP. FIRST FLOOR PLAN
EX. SECOND FLOOR PLAN
PROP. SECOND FLOOR PLAN
PRO-POSED ROOF PLAN
EAST ELEVATION PROP.
NORTH ELEVATION -EX./PROP.
SOUT-H ELEVATION EXJPROP.
WEST ELEVATION EXJPROP.
q&6n Pfmw�-AIA =_
TOWN OF GULF STREAM SITE F->,4T,4 TABLE
GRO
GRO-0,41-2t OT 'AREA
L
20,260
FF
EFFEC"IVE LOT AREA
20,260
EXISTING
DEMO NEW NET
FAR C A LCULATIONS
1ST FLOOR LIVING
1,533
N/A
624
2,151
CEILING OVER 15'(DOUE3LE)
0
0
2ND FLOOR LIVING
12,03
e54
2,15-1
1ST FLOOR COVERED
(025
58
56l
(PORCHES, OVERHANG t7>2-1/2")
2ND FLOOR COVERED
333
53
al
246
53
AWNINGS > 3' AND 5rREC-N
ENCLC5URE (AT 509'0)
GARAGE
5,13
25
GROSS FLOOR AREA
4320
145
1(003
5-1,15
OUT BUILDINGS
N/A
N/A
N/A
OT AL
TOTAL 1"-LOOR AREA PRI()POSEC)
(0&00
5778
T
FIRST 20,000 X.33
OVr
OVER VER 20,000 X.20
rFFER
52
TOTAL
L
TOTAL ALLOWED FAR
6652
MANUAL
TOTAL HARD5CAPE AREA
5UILDlt',lG FOOT PRINT
3320
(DOES INCLUDE POOL C:ECK PLUS PAVER DRIVEWAY)
10930
*RECEIVED*
REQUIRED LANDSCAPE 4REA
8104
20,26re) X 409. = 8104
(LOT SIZE X 4090)
JAN 13 2005
Towrl Of Gult Ln
ACTUAL. 9. LANDSCAPE r_')PEN
4651.
SPACE AREA 13330/20,2C 0 = Aro
DOES NOT INCLUDE PAVER DRIVEWAY
005-1
i�i�iiil
EXISTING
ALINING TO
FLCCF� FLAN
1 /4 " =P -m"
ORF—CEI'V[--D'*
JAN 1 '3) 2005
own 0i Gull b
005-1
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tiler FL
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EX15TING NOfRTI4 ELEVATION
1/4 " =1' -0"
f=fiROP05ED NOF'T�4 ELEVATION 'Al
1/4 " =1' -011
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EX15TING E,4 ,5T L VATION
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oa
EX15TIN
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EM
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on
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005°
FfRO O EID EA6T ELEVAT1CN
1/4"=I'-O"
EXIeTING UJEeT ELEVATION
1/4" = V -0"
®®5 '1
f=fRCf 'OeED UJF=&T ELEVATION
1/4" = P -0"
EX«TN�iT SOUTH ELEVATION
1/4" =1' -0"
1/411=11-011
1k
11 E
T.O. NEUJ 15 At-t
T.O. 5EAM
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EX16TI G NOf.t�4 ELEVATION
1/4" =1' -0"
FfROFOSEU NORTH H ELEVATION 'A'
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SEALED BY:
JOHN A. POTREKUS
FL. REO� # 9203
§flfl�
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8 OF 10
EEEVATIONS
12
EXISTING WE,5T ELEvATION
FROFOeED WEeT ELEVATION
1/411=11-011
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SEALED BY:
JOHN A. PUTREKUS
Fl- REC-i. # 9203
SHEET:
9 OF 10
FJ_J_-'�l'VA_'TT0N
tl x
7 $.
Ex6 &TlNG SOUTH ELEVATION
1/4"=V-0"
Balm
EXISTNG
AUJNR
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22' -10" EXISTING TO BE REMODELED
I.
NEW
Eel
M)
011
&.H. CL
O:
l�1
4"i j, 4'-0"
VEST,
W�
EXIST'G
COVERED
PORGH #2
i
� XIST'G
i TILITT'
i
14"
I
EDGE OF SECOND FLOOR A50VE
5
I A -9
I
01 I
NEW
GAFR AGE
(
I
I
I
I
---- - - - --J
0 Q
4' -10" I. 8' -4"
2
A -9
26' -4" NEW ADDITION
FIRST FLOOR REMODEL PLAN
DE51GN FAR AMETEfRe
F.B.G. 2001 CHAPTER 1606.1.1
ASCE 1 -98
BASIC WIND SPEED 140 MPH
IMPORTANCE FACTOR 10
DESIGN AS:
1. ENCLOSED X
2. PARTIALLY ENCLOSED
3. IF USED SUPPLY APPLICABLE INTERNAL
PRESSURE COEFFICIENT
WIND EXPOSURE 1
DESIGN WIND PRESSURES + 30 PSF - I® P5F
r
N
r
0
� EXIST'Cz �
KITGI -IEN
i
i
J �
PNEUMATI
ELEV.
i c
EQX 15T'G
EX1ST'Cz
COVERED FORGH #1
5' -8" EXIST TO
BE REMODELED
FIN 16H NOTES:
CEILING
- TEXTURE t PAINT - OWNER SELECT
WALLS
- TEXTURE E PAINT - OWNER SELECT
TRIM
- WOOD THROUGHOUT - OWNER SELECT
BASE
- WOOD THROUGHOUT - OWNER SELECT
FLOORS
- AS NOTED
UED
88' -0"
WH
65' -2" EXISTING TO REMAIN
EX 1 ST'G
DINING
EXIST'G
I
I
EXISTING TO REMAIN
EXISTING
AWNING TO
REMAIN
— — — — — — — — — — — — — — — — — —
EXIST'G
O LIVING
C�
EX1ST'G
COVERED
10' -6" EXISTING
TO REMAIN
LUALL LEGEND
NEW 8" CMU WALL W/ STUCCO
AND PAINT
NEW INTERIOR NON - BEARING WALL
2X4 WOOD STUDS W/ Si."
DRYWALL < PAINT EACH SIDE.
EXISTING INTERIOR WOOD WALL
TO REMAIN
EXISTING 8" CMU WALL
PROVIDE NEW PAINT AND
STUCCO
005 -1-
GENERAL NOTES: THIS ALL NOTES ARE SPECIFIC TO
NOTE: DO NOT SCALE USE DIMENSIONS ONLY
NOT SCVALED�WIN�S USEFIGURED DIMENSIONS ONLY.
1. ALL WORK SHALL COMPLY WITH 2001 FLORIDA BUILDING CODE AS ADOPTED
BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE
BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE ADMENDMENTS.
2. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION, ALL WRITTEN
DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. (REPORT ANY DISCREPANCIES
IN WRITING.
3. VERIFY ALL WALL OPENINGS WITH WINDOW AND DOOR MANUFACTURER'S SPECIFICATIONS.
4. BUILDER TO VERIFY SOIL DENSITY AS PER GEO- TECHNICAL ENGINEERING
50EC. PRIOR TO CONCRETE PLACEMENT.
5. CONCRETE EQUIPMENT PADS, STOOPS, WALK5 AND DRIVES TO BE DETERMINED
IN SIZE AND LOCATION ON SITE PLAN.
ro. ALL REBAR TO HAVE A MIN LAP (30x BAR DIA) AT ALL JOINTS AND CORNERS
1. EXTERIOR W, ALLS TO BE NORMAL 8" MASONRY CONSTRUCTION w/ 1" P.T. FURRING STRIPS
B MAX. 16o.c. FOR CMU CONSTRUCTION AND 2 "x 8" P.T. WOOD FRAMING AT 16" O.C.
8. INTERIOR (NON -LOAD BEARING WALLS t0 BE NOMINAL 4" P.T. WO (OR
NOMINAL 4" METAL STUDS) is MAX. 16" O.C. UNLESS NOTED OTHERWISE.
S. A! -!. CONCRETE BEAMS (P.C. LINTELS) BY CASTCRETE OR EQUAL.
10. WINDOWS TO BE ALUMINUM FRAME (TO BE SELECTED BY OWNER) WITH TINTED GLASS
11. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2" MR DRYWALL OR EQUAL
12. HVAC CONTRACTOR TO PROVIDE LAYOUT, EQUIPMENT SIZE, AND SPECS
FC✓R,AIR- CONDITION ACCORDING TO 2001 F.M.C. AND LOCAL BUILD CODES.
13. ELECTRICAL CONTRACTOR SHALL VERIFY ARCHITECTS ELECTRICAL
LAYOUT AND CALCS. PRIOR TO CONSTRUCTION. REPORT AND DISCREPANCIES IN WRITING
14. SHELVING, BUILT -INS, CABINETS, WOOD MOLDING AND TRIM TO BE SELECTED
BY OWNER AND /OR BUILDER PRIOR TO CONSTRUCTION. SHOP DRAWINGS FOR DETAILS
SHALL BE PROVIDED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.
15. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED
WITH A MIN. 15" FELT.
BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSON' LGB POST BASES.
11. LL CBS WALLS TO RECEIVE APPROVED R -4.1 (MIN.) INSULATION, WOOD STUD
ALLS TO RECEIVE R -19 (MIN.) BATT INSULATION AND ALL CEILINGS TO RECEIVE
R -19 (MIN.) BAIT INSULATION FOR ALL CONDITIONED SPACES.
18. CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN
DISSIMILAR MATERIALS AS REQUIRED.
19. PROVIDE RECESSES AS REQUIRED FOR ALL EXTERIOR DOORS AND WINDOWS
(VERIFY WITH MANUFACTURER)
20. PLUMBING WORK SHALL CONFORM TO ALL GULFSTREAM, COUNTY, HEALTH DEPARTMENT
AND 2001 F.P.C. AND LOCAL BUILDING CODE REGULATIONS.
21. PLUMBING CONTRACTOR SHALL SUBMIT AS -BUILT RISER DIAGRAMS t0 LOCAL
BUILDING DEPARTMENT. REPORT AND DISCREPANCIES IN WIRTTING
22. ANY OMISSIONS, ERRORS OR CONFLICTS WITH CODES TO BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
23. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF
APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE
24. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS
OF CONSTRUCTION. THE ARCHITECT'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE
THE CONTRACTOR OF ANY RESPONSIBILITY AND HE /SHE ALONE SHALL BE HELD LIABLE
FOR ANY AND ALL LITIGATION ARISING FROM INJURY.
25. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES
WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE
OF, A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN
EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR,
EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES
FENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN
EXAMINATION BEEN MADE, WILL NOT BE ALLOWED.
26. ALL WORK TO BE COMPLETE, IN PLACE, AND READY FOR USE.
21. CONTRACTOR SHALL PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR ALL ITEMS
THAT REQUIRE FABRICATION.
28, THE CONTRACTOR OR OWNERS RESPONSIBLE THE ADEQUATE
BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION.
Q
! ,V
i=>E,4< OF ROOF
2 0'— 8 I 1 A.F.F.
T.O. NEW BEAt-1
211-01, A.F.F.
GLG. HEIGHT
C3'— 0 I' ARF.
rM••
f'E,4< OF ROOF
2S' —SI1 ARF.
T.O. NEW 5EAM
2 1'— 0 I I 4.1=.t.
MATCH ROOF TILE
TO EXISTING TYPICAL
I n
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STUCCO AND PAINT TO
MATCH EXISTING TYPICAL
mom
11
NORTH ELEVAT f Oil
1/4" =1' -O"
"--15, '/a
GALV. FLASWING
SEE ROOF PLAN
MATCW ROOF TILE
GLG, HEIGHT
I_11 A.F.F.
12
� 5 pia
STUCCO AND PAfRr -f& _
MATCH EXISTING TYPICAL
SOUTH ELEVATION
745 � FDL� I L T
1/4" =1' -fed"
sp
POURED CELL W11 05 E
CONTINUOUS FROM BE.,
TO FOOTING
005 -1
J -A-1 AA -- II...- - . - Irr r. - I r
STEF DOUJN TIE f5 DETAIL.
( SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS
PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL)
v
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