05-226(2)-004LEGAL DESCRIPTION:
PARENT TRACK:LOTS 1,2,3,4,5,6 ,T IN BLOCK 1, OF "AMENDED PLAT OF SEA VIEW PARK"
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
No. 1-1, AT PAGE aO TO THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA.
CUT OUT PARCELI:ALL OF LOT I AND THE UJEST 40 FEET OF LOTS 1,2,3,4,5AND 6
, IN BLOCK 1, OF "AMENDED PLAT OF SEA VIEW PARK%
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
No. IT AT PAGE aO TO THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA.
CUT OUT PARCEL 2- LOTS 1,2,3,4,5 AND 6 ALL LEST THE WEST Ofd FEET THEREOF, IN BLOCK 1, OF "AMENDED
PLAT OF SEA VIEW PARK ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
No, li, AT PAGE 80 TO THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA.
T ELEV.
03 STREET
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LOCATION MAF
N.T.S.
SET BACKS REO
FRONT 25 S-F.
REAR 25 5-F-
SIDE 15T FLOOR 73 S.F.
SIDE 2ND FLOOR 15 S.F.
PROJECT DATA:
SITE AREA= 13307 S.F.
LOT COVERAGE ALLOWED(30 51-)= 4016 S.F.
LOT COVERAGE PROPOSED(3051 -)= 4015 S.F.
IMPERVIOUS ALLOWED= 5,354.80 SF_
IMPERVIOUS PROPOSED= 5,209.1 S.F.
Is =L cLOsiNr. ELF L SET SACKS REQUIRED PROPOSED
LAT 1C41NCa 50T SID FRONT 25' 29'
SIDES S' MIN S' MIN
8'-0' M/201-0- REAR 25' 25"'
AZZEBO HEIGHT 25.0 MAX 25.0 MAX
Tu10 GAR ABOVE FIN ABOVE FIN
GRADE TO GRADE TO
ELEV. AVERAGE AVERAGE
ROOF HEIGHT ROOF HE IGHT
+B.m' -0• GARAGE = 551 SF_
PORCH = 145 SF.
NEW 6' -0' HIGH F TERRACE = 452.3-1 S.F.
CHAIN LINK FENCE ( r W w GAZZE50= 155 SF_
2ND FLOORA
SET5ACK ,
NEW PAIR 3' -0' x 6' -0"
HIGH ALUMINUM GATES -
SELF CLOSING SELF
LATCHING 50TH SIDES
NEW 6' -0' HIGI
PICKET FENCE
1Z r-'i rn Ar-1I1Ii I A1/
3' ASPHALT PAVEMENT
5.,W. 04th _
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NOTE
THERE ARE NO PERTINENT FEATURES oN
ADJACENT PROPERTIES OR ACROSS THE
STREET THAT AFFECT THE SYSTEM
INSTALLATIONS.
GROUND FLOOR A /C.= 3211.4 -1 S.F.
2nd FLOOR A/C ALLOWED.= 2409 SF. =60%
2nd FLOOR A/C PROPOSED= lgg '1.63 SF_ =50 '
SITE INVESTIGATION:
Examination of contract documents and site of work: The bidder
is required, before submitting his proposal, to visit the site of the
proposed work and familiarize himself with the nature and extent
of work and any local conditions that may in any manner affect
the work to be done and equipment, materials and labor required
therefore. Since the work involves new buildings, systems and
facilities, special consideration shall be given to examination of
working conditions. New facilities and all building structures to
familiarize himself with all existing conditions. Slight variation of
routing and or constructions should be anticipated by the
contractor to avoid conflicts with other trades_ These variations
are expressly included as part of the work whenever required
at no additional cost to the owner. Ignorance on the part of
the contractor will in no way relieve him of the obligations and
responsibilities assumed under this contract.
i
PROV
2 5 S_F_
2(o' -3" 5_F_
15 S.F.
15 S.F.
GENERAL NOTES:
1 -- All wood in contact with masonry or concrete shall be pressure
treated.
2.- Truss manufacturer shall submit shop drawings, or design and
layout (sealed by Registered Engineer) to Engineer / Architect
for approval prior to fabrication
3.- Hvac Subcontractor shall submit shop drawings, or design and
layout (sealed by Registered Engineer) to Architect / Engineer
for approval prior to fabrication
4.- All work to be in full strict accordance and compliance with
all codes and agencies having jurisdiction.
5- Written dimensions shall take precedence over scaled dimensions.
6.- Contractor shall thoroughly familiarize with drawings and
scope of work prior to commencing work All dimensions shall be
field verified and the Architect shall be notified prior to
commencing any work of any discrepancies between prepared
drawings and field condition.
1- All wood bearing partitions to be one hour fire rated construction.
8.- Contractor shall stake out in the field all underground utilities
known or encounter before to beginning excavation.
9.- Contractor shall coordinate all-trades before placing concrete.
lfd.- All finished materials shall be class "C" min. Flame spread.
11.- Partitions to run from floor to underside of slabs, ,joists or
trusses and to consist of wood studs at fro" o,c, with 1/2"
gypsum wallboard both sides U.O.N.
12.- Complete a l l bath wa l l,wa 1 lboa rd behind sinks, lavatories, bathtub,
showers, water closets and bidets to be water resistance type.
13.- Contractor shall coordinate thickness of partitions to
accommodate mechanical work.
14.- Lumber used for studs in interior nonbearing partitions shall be
of a stress grade not less than 228 P.S.I. nominal extreme fiber
stress in bending,
15.- Contractor shall provide continuos caulk and sealant around all
exterior openings to prevent water penetration and air leakage
in accordance with F.B.C.
16.- General Contractor shall verify with "Flood Control Department"
in Dade County before starting construction_
M.- If any discrepancies are found, stop working immediately and
notify owner or Architect.
AfRCHITECT'S NOTE
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. THE
STRUCTURAL DESIGN COMPLIES WITH THE APPLICABLE
SECTIONS OF THE SOUTH FLORIDA BUILDING CODE AND ALL
DADE COUNTY APPL ICA5LE CODES.
MEANS AND METHODS OF CONSTRUCTION AND SAFETY
PRECAUTION ARE THE RESPONS151L[TIES OF THE CONTRACTOR.
IN THE EVENT THAT THE ARCHITECT IS NOT RETAINED TO
PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING
THE CONSTRUCTION, IT IS AGREED THAT THE OWNER WILL
DEFEND, INDEMNIFY AND HOLD HARMLESS THE ARCHITECT
FROM ANY CLAIM OR SUIT WHATSOEVER, INCLUDING BUT NOT
LIMITED TO ALL PAYMENTS, EXPENSES OR COSTS INVOLVED,
ARISING= FROM THE CONTRACTOR'S FAILURE TO CONFORM TO
THE ARCHITECTS DRAWINGS.
THE CONTRACTOR IS TO 5E RESPONSIBLE FOR HIS OR HERS
EMPLOYEE'S NEGLIGENT ACTS, ERRORS, OR OMISSIONS.
;� ^'CAE C• r•'
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GEORGE E. PEON
ARCHITECT, A.I.A.
AR# 0007999
ARCHITECTURE
PLANNING
INTERIORS
4143 SW 74 Ct SUITE D
MIAMI, FL. 33155
PH. (305) 269 -9335
FAX. (305) 269 -9457
IIIIIII
REVISIONS
E.H.L.
BY
DATE:
SCALE:
AS SHOWN.
JOB NUMBER:
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DRAWN:
E.H.L.
CHECKED: G.E.P.
DATE:
SCALE:
AS SHOWN.
JOB NUMBER:
SHEET:
OF:6
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