PLANS15.87'
15.49"
5' C.L.F
38.65'
12.50'
76.75
ONE STORY CBS
RESIDENCE # 977
76.75'
53.30'
�88p,
PL 1
7.60'
1 HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat or visible easements other than
as shown hereon.
ADIS N. NUNEZ
REGISTERED LAND SURVEYOR
STATE OF FLORIDA #5924
(305) 865 -1200
SINCE 1987
BL.ANCO SURVEYORS INC.
Engineers • Land Surveyors • Planners • LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141
Fax: (305) 865 -7810
FLOOD ZONE: x
PANEL: 0093
SUFFIX: j DATE:? /17/95 BASE: N/A
COMMUNITY# 120652
JOB No. 04 -1076
DATE:
SCALE:
1' =20'
DVvN. BY:
F. Blanco
F.LP.314'
(NO ID)
NOT VALID UNLESS EMBOSSED WITH
SURVEYOR'S SEAL
REVISED:
J
U
95.00'(R&M)
1 o f 7
o f
L
I Wood
I Pole
I Lot 4
F.I.P 314'
(NO ID)
1 50'
ENC
w
Et v
c E J
$ c
a
U
N. E 93rd
25.°°' F - STRF
(iry JD)
ABBREVIATIONS:
SWK =SIDEWALK CBS= CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE,
F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H= DRILLED HOLE, W/F =V DODEN FENCE, RES= RESIDENCE, CL -C LEAR, RB= REBAR,
UE= UTILITY EASEMENT, CONC= CONCRETE SLAB, R/VI RIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL,
M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION,
0 /S= OFFSET, PIP= POVvER POLE, OHP= OVERHEAD POV+ERLINE, Wfv1 =WATER METER
MASONRY FENCE
WALL - I 1 1 1 1 1 1 1 1 1 ELEVATION BASED ON LOC. #
CONCRETE=
MAINTENANCE B DRAINAGE EASEMENT= M &D.E CBM# EL Y. TYPE OF SURVEY: BOUNDARY SURVEY
SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT
COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5)
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY.
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE
OF MAGEE & HAWKINS SUBDIVISION
LOCATION SKETCH
SCALE: NTS
7
E 12.00'
5
N. E. 93rd STREE
8
CERTIFIED TO: CHARLES LANCE OSSMAN, 977 N.E. 93 STREET. MIAMI SHORES, FLORIDA 33138.,
CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., BANKERS MORTGAGE
TRUST, INC., ITS SUCCESSORS AND /OR ASSIGNS, ATIMA.
LEGAL DESCRIPTION: LOT 6, LESS THE EAST 12 FEET THEREOF
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 51
OF THE PUBLIC RECORDS MIAMI -DARE COUNTY, FLORIDA
SUBDIVISION
5
AT PAGE
FOUNDATION LEGEND
TE -12
12 "x12" THICKENED CONCRETE SLAB EDGE W/(2) #5
CONT. AND W1.4xW1.4 WELDED WIRE MESH DOUBLED
BACK MIN. 30"
.0'
WF -16
12" HIGH x 16" WIDE CONC. FOOTING W/2 #5 ,0r CONT.
II.
EXISTING
;I}jI ITYROOM
•
EXISTING
OFFICE
..■sn■■���■■■16 -1 ■.■■i■ ■■ ■i�■.■■wn■■■■■u■��m■��u■■n■■ ■- -- .■��mumu■■��n■■ ■ umim ummu ■■ ■■■■■ ■■■■■■mummu■i■■■■■o��■■■ tumor ■■■■■ ■i�n■■w■■■w■■�_-
.�.i11mI11111rnlmn hI1uImruIm111mnlmml mnl mn111rn1 IJIIImnlmnlmnlmnlmnlmmIIIuI11M11mnIImIIIlprinlmnimnl mmmlmnlmnlmnlmnum11Um1 IMI��u.._
..■ � m m� mn�mn�mn�mn�mn�mn�mn�mn�mm� mn�mn�mn �m �mm�mn�mm�mn�mnimm�mm�mn�mn�mn�mm�mm�mn�i m�mmmmm�umnnmmmm�mii ° mn�mn�mn��..
3 - _.. .■�inimnummtmnImmmmImnImnImnImo nommmImmImmhrlr�n�mei lrmimm �mn�mn� m
emi n l�mn�mnim�uan�mmmmmmmmmuumn�mm "i 'nm....,
. ��immImm�IirnImmImmImnamnImmImnImnumnImnImlrImm�mnlmromni lIllumnumll�mmmmm mm�mnummm
wm�mm�n�mmmm� I�mn�mmm mn�mn�em� mnm� mmm>tw.y_
_.■ Unaiunimni�im�i u mni tun mum u ma nmm�i�iiin�i mni m mn�i p& mnlmm miumm�iim�twa ��nai s s tui�i� mr �� me .�
. 00un11mn�m omll�mn�mnomnImm mImnllImImnImllumnImnhmnImmmnuumni n�m�1�11�111mn�mll�mnm � mll �mn�mlll mnl mlpmnlnml p�11
_..1.■iiriiTmm �m�mmmimnumm mmn�mn�mm�mm�mnmm��mn�mn� munumma n�mm�m nu ® mnrm n�u m � mn 1 1 - & 1 " it I � mmu m ® m um �mmu■mm n � �...
1 .'.'.'......... ■
•
•
161
FOUNDATION NOTES
NEW CONT. PRE — MOLDED 1/2" EXPANSION JOINT.
8" CONCRETE, BLOCK W/ 1#5 VERT. IN
CONCRETE FILLED CELL. EMBED #5 REBAR
4" MIN. INTO TIE BEAM Sc FOOTING SET IN
EPDXY GROUT. (TYP AT EACH JAMB)
8" CONCRETE
MASONRY UNIT. --
35 YR SILICONIZED
SEALANT, TYP.
ALL JOINTS.
5/8" MIN.
STUCCO
2 1
CA ftt
ALUM. DOOR DETAIL
SCALE: 3" = 1' -0"
EXISITNG FLOOR PLAN
SCALE: 1/4" = 1' -0"
12
FRONT ELEVATION
SCALE: 1/4" = 1' -0"
METAL FRAME
ANCHORED
PER PRODUCT
APPROVAL
t3 ED,
ED
5/8" MIN. SMOOTH STUCCO
FINISH TO MATCH EXISTING.
STUCCO SHALL BE APPLIED ft
IN TWO COATS— SCRATCH 2 4
AND FINISH COAT.
EXISTING GRADE
(2) CONT. #5 REBAR,
TYPICAL
(MAX.)
a .'.' ....'.' '.
EXISTING I EXISTING
KITCHEN i r DINING ROOM
. .
________ ___________________
li 1 .
NEW FRONT STEPS DETAIL
SCALE: 1 1/2" =1' -0"
...................... ....
•
L_�
TY
TS-12
UJF -16
/
0
0
/
SLIP RESISTANT TILE (TYP)
NEW CONC. STEPS
\ /-/ / \ / \\ \\�\\ \
//,< A,\
\/0 MIL POLY ETHELINE
\
/ MOIST BARRIER
— WELL COMPACTED
NON— ORGANIC CLEAN FILL
6 "x6" W1.4xW1.4 WELDED
WIRE MESH
..
•
EXISTING ....
EXISTING
-- - BATII
TI .. . .
•
.
r 777 I .
. .. G..
:J
EXISTING
BATH #2 ; EXISTING
BEDROOM #2
SCOPE OF WORK
I DADE COUNTY APP
IMP ESISTANT & SIDELIGHTS
FRONT
OPENING:
+P -.'~ :' E: +3
— , -, SSURE: —38.9 P
EXISTING
t CLOSET
i ...
EXISTING FIN. FL.
ELEV. +2 14
5/8" MIN. SMOOTH STUCCO FINISH TO MATCH
EXISTING. STUCCO SHALL BE APPLIED IN TWO
COATS— SCRATCH AND FINISH COAT.
EXISTING
CLOSET
EXISTING
BEDROOM #I
ALP \1). p
EXISTING TILE ROOF
EXISTING
.'CLOSET
4 DOOR
FIN. FLR.
CONT. 1 /2" PRE /MOLDED
EXPANSION JOINT
EXIST. STRUCTURE
▪ •
EXISTING A/C
i .-_ COND. ON
CONC. PAD
• ••$
• ."
-AMIENS
▪ •
•
•
•
•
Project Description:
RESIDENCE REMODELING FOR:
Sheet Title:
Submittal:
Key Plan:
SUBMITTAL:
Phase
PERMIT SET
By
Date
03.09.06
Revisions:
Date
Revision
By
No.
Date
03.09.06
Drawn By:
Checked By:
Project Number:
Scale:
MR.
LANCE OSSMAN
SHEET NUMBER
SPACE AND
SURFACE
DESIGN
970 NE STREET, MIAMI SHORES, FL.
Ph: (786) 423 -8188
977 N.E. 93 STREET
Miami Shores, Florida 33138
Ph: (786) 423 -8188
F.TORRES
AS NOTED
A-1
PERMIT SET
NEW FRONT
STEP DETAIL
Signature and Seal
(
Joseph E. Valencia
Lic. # AR -0015389
Check
Check
All drawings and written material appearing herein constitute original and unpublished work of the
architect /engineer and may not be duplicated, used or disclosed without written consent of architect/engineer.
OF
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