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FILL NOTE:
FILL WILL NOT BE BROUGHT ONTO THE SITE.
5�'MBOL LEGEND
N
NORTH ARROW
DIRECTION
0 DRAWING NUMBER
SHEET NUMBER
0 EXTERIOR ELEVATION
SHEET NUMBER
0 DETAIL NUMBER
0 SHEET NUMBER
DRAW NUMBER
ELEVATION NUMBER
SHEET NUMBER
0 DOOR NUMBER
WINDOW NUMBER
® ROOM NUMBER
aPARTITION TYPE
REVISION MARK
LINE OF OBJECT ABOVE
EQUIPMENT / FURNITURE N.I.G.
HIDDEN LINE
BOUNDARY LINE
DEMOLITION LINE
CENTER LINE
PROPERTY LINE
TERMITE 501L 5TATEMENT
R44013.13.5 TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION TRATMENT PROTECTION
AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS STABLISPED BY
THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL
BE DEEMED AS APPROVED WITH RESPECT TO PRECONSTRUCTION SOIL
TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE
OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE
LICENSED PEST CONTREOLCOMPANY THAT CONTAINS THE FOLLOWING
STATEMENT: "THE BUILDING HAS RECIEVED A COMPLETE TRETTMENT FOR THE
PREVENTION PF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH
RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES."
51 TE NOTE 5
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL
NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED BEFORE
PROCEEDING WHITH THE WORK INVOLVE.
2, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW, SHOP DRAWINGS
ON ALL PRE - MANUFACTURED ITEMS PRIOR TO FABRICATION OR PURCHASING.
3. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT
PREPARED WITH RESPECT TO PREPARATION OF SITE FOR PROPOSED BUILDINGS.
4. CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION OF WATER 4 SEWER LINES
TO EXISTING WATER AND SEWER LATERALS.
5. ALL PARKING STRIPPING SHALL COMPLY WITH COUNTY STANDARDS.
6. ALL CONCRETE SIDEWALK SURFACES SHALL RECEIVE LIGHT BROOM FINISH.
1. CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWING FOR REVIEW.
8. EXISTING STREET CURB SHALL BE REMOVED AND MODIFIED AS REQUIRED IN
ORDER TO PROVIDE NEW DRIVE WAY CUTS INTO PROPERTY, EXTEND ASPHALT
PAVING OUT TO EXISTING PAVEMENT.
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GAS TANK
25' -1"
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25' -0"
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*DRIVEWAY
WATER PROOFING
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UNDER GROUND
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GAS TANK
25' -1"
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LOCATION
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GENERATOR LOCATION
WITH 60 AMPS DISC. BRK
NEMA 3R
PROVIDE LANDSCAPING
SCREENED AROUND UNIT
--
PERMIT:
*DRIVEWAY
WATER PROOFING
FENCE
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•POOL AND DECK
'PERIMETER WALL
WINDOWS
•AWNINGS
'DOORS
'SHUTTERS
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UNDER GROUND
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GAS TANK
25' -1"
REAR =
25' -0"
LINE OF SETBACK 0
LOCATION
15'
W
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REQUI SETBACK / 1 I l X;f X
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All
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— — — — — EXISTING ELECT] ICAL w ~tea P
— — — — — METER 4DSSC. B
I EXISTING V \� I r NEMA 3R LOCAT ON
POOL I I
DADE GAS CONTRACTORS INC:
6259 S.W. 39 TERR.
MIAMI, FL 33155
25' -0"
REQUIRE SETBACK
L — — — — — — — — V -4" 14' -8" I 36' -11" PROPOSED
—f I — — — - SET BACK
I - - - -- --1 I
PROVIDE ST.
AUGL STINE SOD I �J
EXISTING C NCRETE I I i ( �4�?8, TYP.
PAD WITH A/ COMPS.
MOUNTING e 13 I EXISTING
NG.V.D BRICK I I EXISTING FLAT
DECK I ROOF.
SHRUBS SILVER TTOM I
WOOD 18" H. MIN. ANTING
AROUND A/C UNIT
o °��0 a
'aa�Q U oo�rar a oo�QO��oo -------- - - - --�
A/C P vA /CPS -------- - - - --J --
9 /C MIN. FIN FL. ELEV.
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------- - - - - -- �-I NE STORY ADDITION TO I
25' -4" EXISTING RESIDENCE_ — — — —
EXISTING SET BACK _— _--- - - - - --
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LINE OF SETBACK
PROPOS cp
CONC K C-4 Z
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UNDER 5EPERATE
PERMIT:
*DRIVEWAY
WATER PROOFING
FENCE
'ROOFING
•POOL AND DECK
'PERIMETER WALL
WINDOWS
•AWNINGS
'DOORS
'SHUTTERS
5HOP DRAWING NOTE
2223.6.2 Prior to the commencement of erection of the structure, the structural
submittal and calculations, including, but not limited to, fabrication and
erection drawings signed, dated and sealed by the specialty engineer and
reviewed by the architect of record and /or the structural engineer of record,
shall be submitted and approved by the building department.
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NEW
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5' -O
M Ill.
24' -0
LIF CONNE TED 4
LSANIT PIPE ,9 1/8"
SLOPE T. TO NEW 1050
2 WAY CO GALS. PTIC TANK "' i Q
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E STING SEPTIC
T TO I�..Q i lu
A ANDON \,\
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--- - - - - --
��--- -- -- -- -- -- -- - --10 - -- 1
EXISTING 4' WALKWAY 160,541
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PROJECT DATA
LOT AREA =
16,054 SF
MAX LOT COVERAGE (359.) =
5,618 SR
LOT COVERAGE EXISITNG =
2,939.48 SF. (1830%)
PROPOSED ADDITION =
319.4 S.F.
TOTAL LOT COVERAGE =
3,318.88 SF. (20.679.)
SETBACKS:
ALLOWED
EXISTING=
FRONT =
25' -0"
25' -1"
REAR =
25' -0"
35'-0"
INTERIOR SIDE WEST =
15'
11' -6"
SIDE OF STREET =
15' -0"
25' -1"
EXISTING PARKWAY
B
In
S.W. 50TH. STREET
SITE DATA
AREAS TABULATION:
A/C AREA GROUND FLOOR--------------------- - - - - -- 2021AI SQFT.
GARAGE AREA:-------------------------------- - - - - -- 46825 58G2FT.
ENTRY AREA------------------------------- - - - - -- g9-r5 5raF:T
TOTAL:--------------------------------------- - - - - -- 3 %.41 SOFT.
NOTE:
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE
STREET THAT MAY AFFECT THE SYSTEM INSTALLATION.
SEPTIC TANK CALCULATIONS
TOTAL AREA= 2,828 SF.
ALLOWANCE FOR 3,300 SF.= 400 GPD
TOTAL 400 GPD
USE ONE SYSTEM OF 400 GPD WITH
A SEPTIC TANK OF 1050 GAL
DRAINFIELD CALCULATIONS
DRAINFIELD 400= 666.61 SIR
b
18' -0 "X38' -0" = 684 SCIFT.
DRAINFIELD IN BED CONFIGURATION
TOTAL U/O AREA 342 SQF,
LU
1050 GAL
SEPTIC
TANK
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PROPOSED 51TE PLAN
a D SCALE= 1/8" =I' -0"
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REVISIONS
11 02-11-1,14
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DESCRIPTION
Project No.
13001
Date:
12 -25 -13
Drawn B
Y. 505A
Approved By:
SEAL
PAUL A. MARTINEZ
FLORIDA REG. No. 42650
SHEET N0.
SP -1
OF 11S >�