92 NE 95 Stvanumnimor
Legend:
- Centerline
Res - Residence
Fd - Found
Conc - Concrete
Clr -, Clear
RlW Rsht of way
Clf -- Chain fink fence
Ms - Meascred
Encr - Encroachment
SOUTH MIAMI GRAPHIx
i
e 's '
1 ,,, r i + r • '
> //' Cam: i'
Note Lands shown hereon were not abstracted
for easements and/or right-of - ways of record
Legal description provided by client.
• - ' - EleVatidn3 bseQ on
DCBM r /`./
Elev -- -- , NGV Datum
1929
rC /' ' / /nc >e 7
Bearings if shown are based
on assumed meridian and
Plat of Recor N
wet.:
ASSELEIISIGISODICIF
NOT VAL ■D UNLESS E•COSSED *ITN
SUFIVEYOA'S SEAL
REVISED:
SURVEY FOR:
RUTANIK, Douglas W. and 1".aydee
92 NE 95th Street, Miaru Shores, FL 33138
BOUNDARY SURVEY
1 Hereby Certity. That th• attached Survey ••1 made
under my rs ape nsibt• charge and subet•nFally meats
lh• minimum technical standards as set forth by the
FLORIDA BOARD OF LAND SURVEYORS in Chapter
e1 G17 -e. Florida Admin,strativ• Cod" - pursuapt to
Seclbn 47].Dj7, F1,rida Statytes
. 1..
GARY B. CASTEL
Registered Land Surveyor No. 4129
State of Florida
LEGAL DESCRIPTION:
Lot 3 and the West 1/2 of Lot 2, Block 4, MENDED PLAT OF
KIW'tI Sf tOPIS SDCTION NO. 1, according to the plat thereof
as recorded in Plat Book 10, Page 70, of the Public Records
of Dade County, Florida.
CERTIFIED TO:
Douglas W. P.r.-I^:anik and Uayctee P.crklnik
Marcus & Marcus, P.A.
Attorneys' Title Insurance Fund, Inc.
CcrlJ}Ilk Mortgafje Cc pany, its successors and /or assigns
GARY B. CASTEL SURVEYING, INC.
LAND SURVEYORS
12016 S W 132nd COURT, MIAMI, FLORIDA 33186
(305) 253. 9720 (305) 253.6767
FLOOD ZONE: X
DATE:
12 -16 -96
1' 20'
DWN. BY
GBC
JOB No.
196 -1105
1
SOUTH ELEVATION SCALE: 3 „o” –, -a"
EXISTING ROOF TO REMAIN
EXISTING 4X8 WOOD BEAM
NEW 4X8 WOOD BEAM ATTACH TO
EXISTING WD. BEAM WITH 5 4'0
THRUBOLTS a12' O.G. STAGGERED.
B.O. EXISTING BEAM
ELEVATION +1' -0
NEW METAL DRIP
TOP OF WINDOW
NEW 31' X 50 WINDOW - CODE 24
W/ DADE COUNTY PRODUCT
APPROVAL. INSTALL as per
SPECIFICATIONS OF APPROVAL.
NEW 5 4' STUCCO TO
MATCH EXIST.
NEW S' G.M.U. W/ 1 "5 BAR IN
3,000 P5I GROUT FILLED CELL
EXISTING PATIO SLAB 4
STAIR TO REMAIN
EXISTING FIN. FLOOR
ELEVATION +1I.65 OR 0' -0'
2
EXISTING FOOTING
___J
( -)
(4)
522
2.62
WALL SECTION 'A' SCALE 1 „s =, a
ND P" 58u
5.35
(4) 2.89
( -)
(4) G
RE
4522
2.62
NEW METAL CONNECTOR HUGHES 7,424
11 -10d ALLOWABLE UPLIFT = 1,121 LBS., SEE
ELEVATION.
EXISTING EXPOSED RAFTERS TO REMAIN.
NEW 5 /s' PLYWOOD SHEATHING FASTENED
TO NEW WOOD BEAM AND NAILER.
NEW 5 /8' STUCCO OVER PAPER BACKED
METAL LATH OVER PLYWOOD SHEATHING,
(INTERIOR SIDE ONLY).
DOWEL 4 EPDXY INTO
EXIST. CONC. SLAB -
MIN. 6', MIN. LAP = 30'
NEW WINDOWS 4 DOOR to be PROVIDED U)/ DADE r'
COUNTY PRODUCT APPROVED HURRICANE STORM
PANELS. INSTALL as per PRODUCT APPROVAL. - 506e-1 t.f pgar2()Gi' /4r'r l oVia-
p • t { t oR. - ro 1, r• i r i s J
NEW METAL CONNECTOR 177777
EXISTING RO• ! EMAIN.
NEW 31' X 50 WINDOW - COD
W/ DADE COUNTY PRODUCT APPROVA
SPECIFICATIONS or APPROVAL. TYP. of 2.
NEW 3' -0' X 1' -0' FRENCH DOOR
W/ DADE COUNTY PRODUCT APPROVAL.
INSTALL as per SPECIFICATIONS of
APPROVAL.
1 1
I 1
I I
11
TALL as per
NEW 8' CONCRETE MASONRY WALL W/ 1"5 REBAR IN
3,000 PSI GROUT FILLED CELL a ENDS AND MIDDLE
TO BOTTOM OF WINDOW
8 "(D) X 12 "(W) POURED CONCRETE STARTER COLUMN
W/ 2"5 REBARS IN 3,000 PSI GROUT FILLED CELL
3
AREA OF WORK
EXISTING BEDROOM
EXISTING BATHROOM
EXISTING BEDROOM
EXISTING PORCH
Fri
FLOOR PLAN SCALE: 1/4" = 1' -0"
EX1571NG
z
X
w
NEW 8' X12' CONCRETE
STARTER COLUMN W/ 2"55
1!1
EXISTING LIVING ROOM
EXISTING COVERED PATIO
PROPOSED FAMILY ROOM
EXISTING FIN. FLOOR
ELEV. +11.65
EXISTING DINING ROOM
EXISTING FIN. FLOOR
ELEV. +12.25
EXISTING CONCRETE SLAB
TO REMAIN
EXISTING STAIR TO REMAIN
REMOVE EXISTING
SCREEN ENCLOSURE 4
SCREEN DOOR
NEW 5' X12' CONCRETE
STARTER COLUMN W/ 2"5'9
/
/
EXISTING KITCHEN
/
EXISTING MASTER BEDROOM
EXISTING GARAGE
EXISTING BATHROOM
L
MERRILL ROMANIK, AIA
1018 NE Little River Drive
Miami, FL 33138
305.756.5337
AR #15,810
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DRAWN BY MR
DATE: 05.08.01
PROJECT #; 003
SCALE: AS NOTED
MR
7\ 07,30,01
E NTIRE SHEET BLDG. DEPT COMMENTS
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