537 NE 96 St (5)dl•c.17462NO2
P
HISTORICAL LANDMARK COVENANT
IN CONSIDERATION of the designation of the real property hereinafter
described as an historical landmark by MIAMI SHORES VILLAGE, FLORIDA, a
Florida municipal corporation, the undersigned, being the sole owners of the said real
property, for himself, his heirs, executors, administrators and assigns, does hereby
covenant with MIAMI SHORES VILLAGE, its successors and assigns, that no
structure presently situated on the following described real property shall be demolished,
moved, or changed in the exterior appearance by addition, reconstruction, alteration or
maintenance, nor shall any trees situated on said real property be destroyed or moved,
until an application for a certificate of appropriateness has been submitted to the
HISTORIC PRESERVATION BOARD of MIAMI SHORES VILLAGE and has
been approved by that Board, or the Village Council on appeal. Furthermore, it is
understood that an historical landmark brass plaque shall be attached to the front facade of
the structure, which shall always remain the property of MIAMI SHORES VILLAGE,
and shall not be removed from said property unless this Covenant is terminated as
provided for below, in which case said plaque shall be returned to MIAMI SHORES
VILLAGE. Said property is legally described as follows:
LOTS 15 & 16 OF BLOCK 99, MIAMI SHORES SECTION NO.
4, AMENDED, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC
RECORDS OF DADE COUNTY, FLORIDA, A/K/A 537 N.E.
96TH STREET, MIAMI SHORES, FLORIDA.
THIS COVENANT shall run with the land and shall terminate only upon the
written consent of MIAMI SHORES VILLAGE, or its successors and assigns, and the
HISTORICAL LANDMARK COVENANT
Page 1 of 2
undersigned do expressly consent to the filing of this document in the Public Records in
and for Dade County, Florida.
THIS COVENANT shall be referenced by Official Record Book and Page in all
future conveyances of said property, it being the intent to avoid the extinguishment of this
covenant by operation of law under the Florida Marketable Record Titles to Real Estate
Property Act, Chapter 712, F.S. (1993).
IN WITNESS WHEREOF, we have set • hands - , d eals on the 31 day of
[print name] MARCOS . liALD
u
(1ObQY' , 1996.
Signed, sealed and delivered
in the presence of t fol ing
witnesses:
WITNESS:
[print name]
WITNESS:
[print name]
STATE OF FLORIDA
COUNTY OF DADE
THE FOREGOING INSTRUMENT
of 0(ObW , 1996, by MARCOS
known to me or who has produced dr°I
ANNJULYALVAREZ
MY COMMISSION /CC 358952 EXPIRES
March 24, 1998
�l~r :
EC
OWNER:
ss:
as acknowl -
. GUINAL ' •
I
ged before me this 31 day
[owner], who is personally
as identification.
Notary Public, State of Florida, at Large
Name: nnI JUIy Q�vt�.YtZZ
Serial Number: 35995a
My Commission Expires: 3/x4195
HISTORICAL LANDMARK COVENANT
Page 2 of 2
and
REC 1 462 4
REF.
RESOLUTION NO. 958 -96
A RESOLUTION OF THE MIAMI SHORES VILLAGE
COUNCIL ACCEPTING THE RECOMMENDATION OF THE
HISTORIC PRESERVATION BOARD TO DESIGNATE THE
PROPERTY AT 537 N.E. 96TH STREET A MIAMI
SHORES HISTORIC LANDMARK AND INSTRUCTING THE
VILLAGE CLERK TO RECORD THE HISTORICAL
LANDMARK COVENANT IN THE PUBLIC RECORDS OF
METROPOLITAN DADE COUNTY.
WHEREAS, on September 30, 1996, the Historic Preservation
Board, after considering the criteria for designation of historic
landmarks found in section 11 1/2 -3 of the Miami Shores Village
Code, passed a motion, under section 11 1/2- 5(b)(4), to recommend
to the Village Council that the property at 537 N.E. 96th Street
be designated as an historic landmark; and
WHEREAS, the current owner of the property, Marcos Guinaldo,
initiated the nomination, and has consented thereto, by the
execution of an Historical Landmark Covenant to run with the
land; and
WHEREAS, the structure on the subject property was
constructed in 1941, for Gustav Weber, Jr.; and
WHEREAS the architect of the structure was L. R. Christie;
WHEREAS, the subject structure is an outstanding example of
Art Deco architecture as evidenced by the rich and varied use of
materials, construction methods, and details;
NOW, THEREFORE, BE IT RESOLVED BY 1HE COUNCIL OF MIAMI
SHORES VILLAGE, FLORIDA:
,Se_ction 1_ The recitals and findings contained in the
Preamble to this Resolution are hereby adopted by reference
• OFF : 17462pc0235
REC.
thereto and incorporated herein as if fully set forth in this
Section.
Section 2_ The Miami Shores Village Council hereby
accepts the recommendation of the Historic Preservation Board and
approves the designation of the property at 537 N.E. 96th Street
as an historic landmark of Miami Shores Village.
Section 2_ The Village Clerk is hereby instructed to
record the Historical Landmark Covenant, voluntarily executed and
submitted to the Historic Preservation Board by the owner of the
subject property, Marcos Guinaldo, in the public records of
Metropolitan Dade County.
PASSED AND ADOPTED this 3rd - , 1996.
*A / tali
R '
APPROVED AS TO FORM:
ATTEST:
/5 eil/y
BARBARA FU
VILLAGE CLERK
UIS IMB •GIA, MAY
1 /1/41!"-
VILLAGE ATTORNEY
MARK ULMER
RECORDED IN Di34a.1L i.:= i;ii..t'' >'.00X
OF DADE COUNTY, 11O%tI X-
RECORD VERIFIUU
HARVEY HUVh
,;r. CIRCUIT COUdY
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NO SCALE
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4- 6" THICK CONCRETE WALLS REINFORCED
WITH # 3 BARS 0 10' BOTH WAYS
BOTTOM SLAB G" THICK REINFORCED
WITH #3@10"
' NOTE: NO REINFORCING STEEL
REQUIRED INPOOL STEPS
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Pool SECTION
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MAIN DRAIN
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`18" TO 36" BELOW WATER
2 # 3 BARS AROUND
WET NICHE.
FPL METER
1 1/2" HYDROSTATIC VALVE
SET IN 3/4" WASHED ROCK
1/2" NON METALIC RIGID
CONDUIT TO JUNCTION BOX
BASKET CAPACITY 75 5I
# 8 BARE COPPER WIRE
BOND TO POOL STEEL
UNPEI WATE1, LIGHT PETAIL
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HOUSE PANEL
NO SCALE
RECIRCULATION PUMP
SELF PRIMING
2 HP 7O GPM
3•# 12 THWN IN 1/2
NO SCALE
BRICK OR STONE COPING
2" CEIRAtvliCT1LE:.STRII'
IN CONTRASTING COLOR
SWIMOUT PETAI
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SUCTIONLINE 2"
2 # 14 THWN & 1 # 12 THWN, 1/2" C.
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HP PUMP
E ECTI IC RISE DIAGRAM
POOL COPING
CARTRIDGE FILTER
5a 55.
EQUIPMENT ISOMETRIC
NO SCALE
1
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ELBOWS 2" 45
SKIMMEK DETAIL
NO SCALE
110/12 VOLTS.
TRANSFORMER. (
AIR RELIEF VALVE AND GAGE
ADJUSTABLE LI 0
JUNCTION BOX
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'ILLS LLS AN SLAB
SAME HICKI�IES Altr5TEEL
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WEIR
CERAMIC TILE
POOL WALL
12 VOLTS
POOL LIGHT.''00u/
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GENERAL NOTES
ALL WORK SHALL COMPLY WITH SOUTH FLORIDA BUILDING COPE, NATIONAL ELECTRIC COPE AND
OTHER APPLICABLE LOCAL CODES.
SOIL STATEMENT
IN A VISUAL INSPECTION OF SOIL CONDITIONS AT THE J013 SITE THE FOLLOWING MATERIAL WAS
FOUND S•NQ > IZockc. A SOIL BEARING CAPACITY OF 2,000 PSF
HAS BEEN ASSUMED. W OTHER CONDITION 15 FOUND IT SHALL BE CALLED TO THE ATTENTION
OfTHE ENGINEER MK PROPER CORRECTION.
STRUCTURAL NOTES
1. SWIMMING POOL SHALL BEAR ON ROCK OR UNDISTURBED SAND AND WALLS SHALL BE
GUNITED OR SHOTCRETEP WITH CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 PSI
MINIMUN AT 28 PAYS.
2. CONCRETE DECK WHEN INSTALLED UNDER THESE PLANS TO HAVE MINIMUM COMPRESSIIVE
STRENGTH OF 2,500 PSI AT 28 DAYS.
3. ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A -305. STEEL
SHALL BE BENT, SPLICED AND PLACED IN ACCORDANCE WITH ACI STANDARDS AND
SPECIFICATIONS.
PLUMBING NOTES
1. ALL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NSF MARK OF APPROVAL.
2. ALL SUCTION LINES LOCATED BELOW GRADE TO HAVE 45 ELBOW BENDS. ALL SUCTION LINES
TO BE 2" DIAMETER AND ALL PRESSURE LINES TO BE 1 1/2" DIAMETER, UNLESS OTHERWISE
NOTED.
3. DISPOSAL OF WASTE WATER SHALL CONFORM WITH CHAPTER 50, SECTION 5004 OF SFBC.
SURFACE GRADING SHALL CONFINE PONDING WATER WITHIN LOT LINES AND SUCH POND[NG
WATER SHALL NOT PERSIST FOR MORE THAN ONE HOUR AFTER DISCHARGE.
4. MAIN DRAIN TO HAVE A FREE AREA OF FOUR TIMES THE AREA OF THE SUCTION LINE.
5. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY 50 THAT THERE 15 NO GROSS
CONNECTION WITH ANY DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEMS.
6. HAIR AND LINT STRAINER SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA NOT LESS
THAN FIVE TIMES THE AREA OF THE SUCTION LINE.
ELECTRICAL NOTES
1. ALL ELECTRIC WORK SHALL BE DONE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE.
ALL METALLIC COMPONMENTS, FIXTURES AND EQUIPMENT, REINFORCING STEEL, LIGHTING
FIXTURES AND FIXTURES HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS
AND SUPPORTS SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON GROUND. THE
BONDING CONDUCTOR SHALL NO 13E SMALLER TAHAN # 8 COPPER. ALL ELECTRICAL BONDING
AND GROUNDING SHALL CONFOIZMN TO ARTICLE 680 OF NEC.
2. NO OVERHEAD WIRING OVER OPEN POOL 15 PERMITTED. MINIMUM DISTANCE FROM POOL 1510
FEET. • _ _
3. ALL UNDERWATER LIGHTS TO BE 12 VOLTS.
POOL DATA
AREA 445 5F
PERIMETER 1 0 2 L1=
CAPACITY l 1, 500 GALS
TURN OVER 4 HOURS
DECK AREA (LESS THAN) 540 SE
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UPLIFT CALCULATIONS
ELEV. TOPOF POOL WALL g•
DEPTH OF POOL 5.
ELEV. TOP OF MAIN DRAIN
FLOOD CRITERIA 6.
2• r 7
LESS 2' HYDROSTATIC VALVE _ 2. O
NET UPLIFT Q , r j
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FOR: VANcLL-de ! L 60106.1co
PROP. ADD.:
LEGAL DESCRIPTION:
LOTS IS I�-
P.BOCK: (5
i 31 t-1 gco-rq �12Ef.af EII(S.LII 10W2, (.
LOCATION SKETCH 33x38
r DATE FIELD SURVEY: 1 9 , ?
SCALE: 1" = Zoo
BLOCK: q'j
PAGE: 14-
1374 WEST 44TH STREET PHONE: (305) 823 -2904
HIALEAH, FLORIDA 33012 FAX: (305) 827 -1632
SUBDIVISION: I.MEt -lOE Pc--6.1- OF 1- 116,1-At 4-3l4 - O 2' 6
EG11 o N ?Jo 4-
7&OrG COUNTY, FLORIDA
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CERTIFIED TO: Imo.Feo S 1 , CtUl tJAC.Dfj, {-{0 6. e, lzFtpDr(otJ ,
l G.� Y _ * • INJA '(o CF1-� � �o N tea, G4-t I,CAr -gyp -rt r
coo - f=gl o TAE c-vMpaN`1
SNIC =SIDEWALK, CDS=CONCR.ETL ELOCX STRUCTURE, CLr =CSAIX LINK FENCE, PL=PROP LINE, )1/II= NAIL
i
DISC., It IROlI PIPE, raFOUND, STY =STORY, A /C =AIA CONDITIONING PAD, P /C=PROPERTT CORNER, D/E =DRILLED
SOLE,,M /r=MOODEX PEKE, RES = CL=CLEAR, REzREBAR, UE= UTILITY EAS EXERT , CON CzCONCRL?E SIRE,
It/ if= RIGET 01" WAY, C /L=CENTERLIRE, O =DIAMETER, SP SPIRE, TIP =TrPI CAL , )4 MEASURF-D, . R =RECORDED,
ENCR=EXCROxC T, COME? =COiDPV TED , C /N=CUT NAIL, R/N =ROUND NAIL, S=SET, TTErFINIsa MOOR ELEVATION,
0/ E•01 SET, P/V i FOiiEZ POLE.
SURVEYOR'S i4 • /1
1) 1 SETT' OF THE FSEI
Ar<TV SiiOWN IIEREOtt t1 Dr ACCORDANCE WITH TIE DESCRIrTION FLR/OSS D SYKII 1J ;.1DII4 ESS A COMPARISON ES
MOWN, ALL IL&PD$CZ ANGLES, AND DISTAPCES WONT( ARE TUE MMB,E AS MAT VALUES;J►nSE LVtDS SHOWN 11EtEON WERE NOT ABSTRACTED FOR
EASE:WE/4'1 S OR OTHER R :CORDED ENCUMBRANCES/ SU0 WN ON 11IE FLAT AND ME SAME-1F ANY MAY NOT Bs s)O WN oN Th1S SXETC8:4StNDf1tcactJND
PORTT0N1 Olt POOTI2'GS. PtXII DATTOtt1 OR 01IIE R IfLFROVE7l NTS WERE NOT LOCAT D- AFE+CE TIES AIX TO TEE CE TERILNE OF THE SAM'..fi WALL TIES
TO THE'ACEOFTIM ZAR"X1111E1.[YATIOtt WIff '1 !DOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM MID) UNLESS OT1i}RWtSE NU 1D- ,t1TTITJE
ARE 140 ABOVE GROUND BvCAOACLzOiTY anaat TliAtt rues : SIiOWNyiTLS R,'RYvY 4S F,CR MOYTCACE ruRr0SIi ONLY, NOT IO `E USTD FOR
cONSTRUCTiO 4 rtnlnosEL
1 IIERE3Y CERTIFY THAT TI= ATTACIDED SKETC2I 01 DOUNDARY SURVEY OF TILE ABOVE DESCRIBED rROtERTY IS A TR AND CORRECT REYRESFMAT1ON
OF A FIELD SUIYE:Y MAD€ RAIDER MY DLRECTION AND MEETS MINIMUM TEC]Pt1CAL STANDARDS AS SET FOR D T1'$ • ' DA BOARD Of MOFESSION AL
FJR
L■ND SURVEYORS IN CIIArI 211u1 -4 FLORIDA AD►INISTRA11VE CODE tVRSUANT TO SECTION t72•027, Fl,' i„ A 11
e.
•
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NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL
JOB NO.: g50Co
F. BOOK:
MARK M. KRAJNIK
REGISTERED LAND SURVEYOR /3371
STATE OF FLORIDA
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