10-668-002in
�1i
•
N
SITE FLAN
SCALE: 1/&"=I'-0'
ARGH i TE GT `S NOTE
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. THE
STRUCTURAL DESIGN COMPLIES WiTH THE APPLICABLE
SECTIONS OF THE FLORIDA BUILDING CODE AND ALL
DADE COUNTY APPLICABLE CODES.
MEANS AND METHODS OF CONSTRUCTION AND SAFETY
PRECAUTION ARE THE RESPONSIBILITIES OF THE CONTRACTOR.
THE CONTRACTOR iS TO BE RESPONSIBLE FOR HiS OR HERS
EMPLOYEE'S NEGLIGENT ACTS, ERRORS, OR OMISSIONS.
ZONING INFORMATION:
ADDRESS :
1103 SW 60th AVE.
LOT AREA
= 10080 SF.
EXiST. A/C AREA
= 1,160 SF.
NEW A/C AREA
= 1,321 SF.
TOTAL A/C AREA
= 2,481 SF_
EXIST. TERRACE
= 282 SR
NEW TERRACE
= 13 S.F.
TOTAL TERRACE AREA
= 355 5F.
POOL AREA
= 1326 S.F.
NAME
PERMITTE
PROVIDED
LOT COVERAGE
30% 3024 S.F.
(2890) 2036 S.F.
PERVIOUS AREA
60% 20,110.1 S.F. IN. 643% 23,599 S.F.
INPERVIOUS AREA
40910 4,162 SR MAX. 35. --l; 4,162 SF
SET BACKS
FRONT
= 25' -0' = 3139'
SIDE
=
SIDE
0 1 ° -6' ■ 1' -6'
REAR
Z
NEW WS. ELECT.
25'-0" 140.009 (M&R) SERVICE
EXIST. ELECT. METER 7'
WATER EXIST. 6' N. uWVALVE 4 a DiSC. CoORDiNATE 4' sAN•+�'kT —]
METER WD. FENCE r YAC BREAKER 4 SANO � iFi
(11 Fw W/ ELECT. PLANS _° Fco �
SEW. r -WAY
FCO TYR GATE
VAL%IE ------- �-_— ��-----�- - - --- — �-- --i __5-- --- - ---T-- - 1
O
1 ;� ,' 12 '
I I I 1
I I NEW C.U. '3 ; _ `
1 , ' ; DiACsONAL LINES
II II I DENOTE PROPOSED
ADDITION
II I 'I I
3 -139' I I 1 1 I I F F ELEV.
4' SAN��DYFT L-J
(11 F.U) L-1
4' SAN *I/a',fT 1 I 1 ___ I
(16 F!!J �- 3-19
16 ' .)
7 IIIAV
—EXIST. POOL - +
PUMP
LEGAL DE,5QP,1PTiQN:
LOT 1 BLOCK 2, OF PINECREST VILLAS SUBDIVISION,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No. 41
AT PAGE 51 TO THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
EXIST. C.U. "lit
TO REMAIN
EXISTING ONE 5TOR1r
CBS RES. * 1703
TO REMAIN
F. F. EL. 10.10' N.G.V.D.
DOTTED AREA
DENOTES PROPOSED
NEW GONG. FLAT ROOF
1 'e.
EXIST. 4'0
OAK TREE
TO REMAIN
GENERAL NOTES:
1.- All wood in contact with masonry or concrete shall be pressure
treated, n n ry
2.- Truss manufacturer shall submit shop drawings, or design an- -I--
layout (sealed by Registered Engineer) to Engineer / Arc,!^iiect
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.
(o.- 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.
S.- 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.
10.- 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 16" o.c. with 1/2"
gypsum wallboard both sides U.0N.
12.- Complete all bath wall,wallboard 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 220 P.S.i. nomina l 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.
li.- If any discrepancies are found, stop working immediately and
notify owner or Architect.
EXIST.
POUTER
POLE
EXIST. AERIAL
ELECT. SERV. TO
BE REMOVED
t C�d
O
O
EXIST. POOL
d CONC. DECK
TO REMAIN
S 12'
1
NEW 4' -0' N. _ EXIST. 6' H.
�+ WD. FENCE
BLOCK WALL
FOR B.B.Q AREA �-
140.00' (M &R) - - - - - - - - -
LO
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DATE
02 -19 -10
SCALE
TO CITY
DRAWING Y.T.
SEWER
4' 8AN1@1/&WT
(33 F1U
A. 1
SHEETS
O
�
O
W
�\
I
4' SAN��DYFT L-J
(11 F.U) L-1
4' SAN *I/a',fT 1 I 1 ___ I
(16 F!!J �- 3-19
16 ' .)
7 IIIAV
—EXIST. POOL - +
PUMP
LEGAL DE,5QP,1PTiQN:
LOT 1 BLOCK 2, OF PINECREST VILLAS SUBDIVISION,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No. 41
AT PAGE 51 TO THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
EXIST. C.U. "lit
TO REMAIN
EXISTING ONE 5TOR1r
CBS RES. * 1703
TO REMAIN
F. F. EL. 10.10' N.G.V.D.
DOTTED AREA
DENOTES PROPOSED
NEW GONG. FLAT ROOF
1 'e.
EXIST. 4'0
OAK TREE
TO REMAIN
GENERAL NOTES:
1.- All wood in contact with masonry or concrete shall be pressure
treated, n n ry
2.- Truss manufacturer shall submit shop drawings, or design an- -I--
layout (sealed by Registered Engineer) to Engineer / Arc,!^iiect
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.
(o.- 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.
S.- 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.
10.- 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 16" o.c. with 1/2"
gypsum wallboard both sides U.0N.
12.- Complete all bath wall,wallboard 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 220 P.S.i. nomina l 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.
li.- If any discrepancies are found, stop working immediately and
notify owner or Architect.
EXIST.
POUTER
POLE
EXIST. AERIAL
ELECT. SERV. TO
BE REMOVED
t C�d
O
O
EXIST. POOL
d CONC. DECK
TO REMAIN
S 12'
1
NEW 4' -0' N. _ EXIST. 6' H.
�+ WD. FENCE
BLOCK WALL
FOR B.B.Q AREA �-
140.00' (M &R) - - - - - - - - -
LO
tom. �
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Z M
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DATE
02 -19 -10
SCALE
AS NOTED
DRAWING Y.T.
JOB
SHEET
OF
A. 1
SHEETS