R-BRB18-1271------------------------------------------ ------------ --
NORTH
'�— TO WM
r _ _ (SEE SITE PLAN)
'-------------------------------------------------------------------------------------------------I-----------------------------------------n
POLYETILENE PLASTIC PIPE i \\
(18" UNDERGROUND)
---- i
•090 •
SCALE: 1 /4" = V-0"
JOB #: 018-074
GUERRERO/GONZALEZ
ENGINEERS, INC.
E Michael a Guerrero, Uc. P.E
Mechanical Eng. Lic. #15235
Rafael L Gonzalez, P.E.
Electrical Eng. Lic. #11057
780 TAMIAMI CANAL RD.
Miami, Florida 33144
Tel. (305) 262-3944, Fax (30 26
ARCHI CTURE
PLAN � LLC.
AA26001717
AR-0017144
6356 MANOR LANE
SUITE 105
SOUTH MIAMI, H- 33143
T. 786.253.5530
E: JUANC CASTILLO
ARZCHITECTURE.NET
SEAL:
JUAN A. CASTILLO
REVISIONS:
1-- B.D.0 - 06/1149- BY GG
DATE 08-21-18
SCALE AS SHOWN
DRAWN BY:
CHECKED BY:
JOB NUMBER- 18-254
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GENERAL PLUMBING NOTES:
1. A. ALL WORK SHALL BE DONE in accordance with the 2017 Florida
Building Code and with all applicable regulations.
B. DRAWINGS: Refer to all drawings for coordination of the
plumbing work.
C. ARRANGE AND PAY for all permits, licenses, inspections
and tests. Obtain the required certificates and present
to owner.
D. GUARANTEE: The completed installation shall be fully
guaranteed against defective materials and/or improper
workmanship for a minimum of one year for material and
labor.
E. ALL HORIZONTAL SANITARY PIPING shall slope at 1/8 inch
per foot minimum for 3" and larger and at 1/4" slope
for 2 1/2" pipes and smaller.
F. ALL materials shall be new, free of defects and correctly
labeled with their appropriate listing agency.
2. SHOP DRAWINGS: Contractor shall submit for approval, within
30 days of signing contract, a minimum of five copies of fully
descriptive literature, including but not limited to: water
heaters, and plumbing fixtures. No work shall proceed without
the approval of these submittals.
3. PLUMBING FIXTURES: Fixtures shall be as selected by owner
and shall be furnished and installed by this contractor. Fixtures
shall be complete with drains, traps, supplies and any other
accessory required. Fixtures and faucets shall comply with the
FBC Water saving standards.
4. MATERIALS:
A. PIPING:
a. Soil, waste and vent, and storm: Sanitary pipe, PVC,
Schedule 40 under ground, and above ground.
All no HUB connections shall be with cast iron
coupling. All piping in return plenums shall be cast iron.
b. Domestic water: CPVC pipe and fittings.
c. Domestic water supply assembly. Chrome finish tubing
with angle shut off valves in exposed areas.
d. P & T Relief lines: CPVC pipe and fittings
e. Drain Pan lines: CPVC pipe and fittings.
f. Insulated all hot water and condensate drain piping.
5. PIPING TEST AND DISINFEC11ONS:
A. Test: All sanitary and domestic water supply piping shall
be tested for leaks before piping is concealed or connected
to equipment and plumbing fixtures.
B. Disinfection: All domestic water piping shall be
disinfected by introducing a solution of calcium
hypochlorite of 50 parts per million of chloride and as
per AWWA Standards.
6. VALVES: Domestic water valves shall be of bronze body,
sweat ends.
7. CONTRACTOR SHALL COORDINATE exact location
of all plumbing system piping before starting any work.
Notify Architect/Engineer of any deviations fron design drawings.
8. CONTRACTOR SHALL provide all necessary labor and materials
for a complete "turn -key" plumbing system.
9. CONTRACTOR SHALL keep accurate as -built dwgs. on the
field and provide them to owner once job is complete.
10. CONTRACTOR SHALL COORDINATE familiarize himself with job site
and with all construction documents including architectural,
electrical, HVAC, and structural dwgs., prior to bidding.
Adjustments in the plumbing system to accomodate other
disciplines should be expected, and shall not represent additional
costs to owner. Notify Architect/Engineer of any discrepencies
prior to commencement of work
11. CONTRACTOR SHALL provide wall cleanouts at base of every stack.
12. CONTRACTOR SHALL obtain insurance to protect against
public liability and property damage for the duration of work.
13. CONTRACTOR SHALL use dimensions in architectural
drawings to fough-in plumbing work.
PLUMBING FIXTURE CONNECTION SCHEDULE
DESCRIPTION
WASTE
VENT
WATER
REMARKS
COLD
HOT
TANK WATER CLOSET
3"
---
1/2'
---
AS PER ARCHITECTURAL
LAVATORY
2"
2'
1/V
1/2'
AS PER ARCHITECTURAL
SHOWER
V
---
1/2-
1/2'
AS PER ARCHITECTURAL
BATHTUB
2'
---
1/2"
1/2"
AS PER ARCHITECTURAL
BIDET
2"
---
1/2-
1/2-
AS PER ARCHITECTURAL
KITCHEN SINK
2'
2'
1/2'
1/2"
AS PER ARCHITECTURAL
HAND SINK
2'
2'
1/2'
1/2"
AS PER ARCHITECTURAL
CLOTHWASHER
3"
2"
1/2"
1/2-
AS PER ARCHITECTURAL
DISHWASHER
1" SW
--
---
1/2-
AS PER ARCHITECTURAL
NOTES: I. ALL EXPOSED TRIM, SUCH AS P-TRAPS, ANGLE STOPS, AND SUPPLIES SHALL BE CHROME PLATED.
2. ALL FIXTURES SHALL COMPLY WITH REFERENCE STANDARDS AS PER 2017 FBC RESIDENCIAL, 5th EDITION 406 THRU 421.
ANTI -SCALD VALVE:
ALL SHOWERS & BATH/SHOWER COMBINATIONS SHALL
BE PROTECTED WITH A CONTROL VALVE OF THE
PRESSURE BALANCE, THERMOSTSTIC MIXING OR
COMBINATION TYPE SET. HANDLE POSITION STOPS PER
MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION
TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 120' F.
(2017 FBCP) MAXIMUM FLOW RATES AND CONSUMPTION
MIAMI-DADE COUNTY CODE SECTION 8-31
PLUMBING FIXTURE
FLOW RATE
FLOW PRESSURE
OR FIXTURE FITTING
(gpm)
(psi)
LAVATORY, PRIVATE
1.50
60
LAVATORY, PUBLIC, (METERING)
0.25 gallon
per metering
----
cycle
LAVATORY, PUBLIC, (OTHER THAN METERING)
0.50
60
SHOWER HEAD
1.5
80
SINK FAUCET
1.5
60
WATER CLOSET
1.28 gallons per
----
flushing cycle
URINAL
>>waterless or 0.5 gallons per
flushing cycle
----
DISHWASHER (RESIDENTIAL)
6.5 gallons per cycle or less
(Energy Star/Water Sense
----
Certified)
DISHWASHER (COMMERCIAL)
Less than 1.2 gallons per rack
for fill and dump machines and
----
less 0.9 gallons per rack for all
other types of machines
DISHWASHER (UNDER THE COUNTER MACHINES)
1.0 gallon or less per rack for
high -temperature machines and
1.7 gallons per rack for low-
----
temperature machines
WASHING MACHINE
Water factor of 8 or lower
(Energy Star/Water Sense Certified)
----
(CsALV)
PLUMBING SYMBOL LEGEND
SYMBOL
DESCRIPTION
SANITARY LINE
- - - --
VENT LINE
- SD
STORM DRAIN LINE
---�- -
SAfEWASTE LINE
CD -
CONDENSATE LINE
--pa-
GATE VALVE
-
COLD WATER LINE
---
HOT WATER LINE
P-
PLUMBING FIXTURE DESIGNATION
AAV
AIR ADMITANCE VALVE
FCO
FLOOR CLEAN OUT
FLOOR PENETRATION
III
MECHANICAL SHOCK
_L_
ARRESTOR
WC❑
WALL CLEANOUT
VTR
VENT THRU ROOF
GAS
CW
INSTANTANEOUS GAS WATER HEATER
NTS
GAS WATER HEATER SCHEDULE
HOT WATER
GAS CONSUMPTION
MODEL
MANUFACTURER
CAPACITY
BTU/H.
PPE
EF
(MIN. -MAX.)
(MIN. -MAX.)
FITTING
GIWH 1,2
RL98e
RL9
RINNAI
0.26 - 9.8 GPM
10.3 - 199 MBTU
3/4"
.82
EXTERIOR INSTALLATION NO VENT REQUIRED
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POLYETHYLENE PLASTIC PIPE
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94- I -A"
(199 MSTU)
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125 GAL
C%AS TANK
(3' AtUAY PROh1 ANY WINDOW)
(10' AU"Y MWM ANY A/C CONDENS1NCs UNIT )
JOB #: 018-074
GUERRERO/GONZALEZ
ENGINEERS, INC.
Michael Guerrero, #15
Mechanical
�15 l Eng. Uc. 235
Rafael L Gonzalez, P.E.
Electrical Eng. Lic. #11057
780 TAMIAMI CANAL RD.
Miami, Florida 33144
Tel. (305) 262-3944. Fax (305) 62�
AR-CHICTL[RE
PLAN LLC.
AA26001717
AR0017144
6356 MANOR LANE
SUITE 105
SOUTH MIAMI, FL. 33143
T: 786.253.5530
E: JUAN@CASTILLO
ARCHITECTURE.NET
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SEAL:
JUAN A. CASTILLO
REVISIONS:
F- B.D.0 -- 06AIA9- BY GG
DATE: 08-21-18
SCALE AS SHOWN
DRAWN BY.
CHECKED BY:
JOB NUMBER: 18-254
6PI ° P-3
7
I
FOLIO NUMBER:
OQ-4056-020-0110
PROPERTY ADDRESS:
5852 SW -" TERRACE
SOUTH MIAMI, FLORIDA, 55145
AREA CALCULATIONS:
GROUND FLOOR A/C SPACE: 1,982 SF.
SECOND FLOOR A/C SPACE: 1,622 S.F.
TOTAL A/C SPACE: 3k04 SF.
GARAGE AREA: 455 S.F.
COVERED TERRACE (FRONT) 4 ENTRY: 33S S.F.
COVERED TERRACE (REAR): 438 S.F.
TOTAL AREA: 4,83ro SF.
►ueym
I. SEE GRADING PLAN ON SHEET SP-1.2 FOR ALL
SITE GRADING INFO.
2. SEE IMPERVIOUS AREA PLAN ON SHEET SP-1.2
FOR AREA BREAKDOWN.
•••• •.•
• n •
•••• •
LEGAL DESCRIPTION: '
THE EAST '10 FEET OF LOT 4, AND THE WEST 5 FEET OF LOT 5,
BLOCK 5, FAIRGLADE PARK, ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOF 45, PAGE 80 OF THE PUBLIGE
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
SITE DATA:
CITY OF SOUTH MIAMI ZONING CODE
ZONNING (EXISTING TO REMAIN):
RS-3
NET LOT AREA:
10,188 SF.
MAX. BUILDING COVERAGE (ALLOWABLE):
10,-I88 SF. X309o= 323ro SF.
MAX. BUILDING COVERAGE (PROPOSED):
(30%) 3220 SF,
MAX. BUILDING AREA F.A.R. (ALLOWABLE):
10,186 S.F. X4596= 4,854 SF.
MAX. BUILDING AREA F.A.R. (PROPOSED):
(4590) 4,642 SF.
IMPERVIOUS AREA (ALLOWABLE): 10,188 S.F. X(4096) = 4315 SF.
IMPERVIOUS AREA (PROPOSED):
(40516) 4.145 SF.
BUILDING HEIGHT (MAX. ALLOWABLE FROM
GRADE): 25'-0"
BUILDING HEIGHT (PROPOSED):
25'-0" TO ROOF MIDPOINT
SETBACKS:
REQUIRED
FRONT (NORTH): 25'-0"
INTERIOR SIDE GROUND FLOOR (WEST): 10'-0"
INTERIOR SIDE SECOND FLOOR (WEST): 15'-0"
INTERIOR SIDE GROUND FLOOR (EAST): 10'-0"
INTERIOR SIDE SECOND FLOOR (EAST): 15'-0"
CUMULATIVE SIDE SETBACK REG.
(20% LOT WI DTH: -75' X .20 =) 15' -0"
REAR (SOUTH): 52 '-0"
SITE ELEVATIONS
HIGHEST GROWN OF ROAD ELEVATION:
AVERAGE EXISTING GRADE ELEVATION:
LOWEST FINISHED FLOOR ELEVATION:
GARAGE FIIN515HED FLOOR ELEVATION (LOWEST):
G.U. PAD ELEVATION:
ADJACENT GRADE ELEVATION:
NORTH
JOB #: 018-074
PROPOSED
25'-2"
10'-2"
15'-2"
10'-2"
15'-2"
20'-4"
25'-3"
+1136' NJG.V.D.
+11.10' N.G.V.D.
+12.roi' N.G.V.D.
+11.83' Nj3,VZ)
+1234' N.G.V.D.
+12.00' NCx.V.D.
�ROWN OF
ROAD
ELEV.
+11.21' N.G.V.1
.:ROWN OF
ROAD
=LEV.
+11.20' N.G.V.
I
- [r-%HE5T
FROWN OF
ROAD
=LEV.
+IL3r,' N.Cz.V
1 /811 = 1'-011
GUERRERO/GONZALEZ
ENGINEERS, INC.
Michael C. Guerrero, P.E.
Mechanical Eng. Uc. 115235
GG Rafael L Gonzalez, P.E.
Electrical Eng. Lic. #11057
780 TAMIAMI CANAL RD. 'j
Miami, Florida 33144 Il
Tel. (305) 262-3944, Fax (305) 26
E—mail: PROJECTSOGUERREROGON IN .CO
CAS 0007612
PLANT
LLC.
AA26001717
AR-0017144
6356 MANOR LANE
SUITE 105
SOUTH MIAMI, FL. 33143
T. 786.253.5530
E: JUAN@CASTILLO
ARCHITECTURE.NET
h
N
Orr
ti
SEAL:
JUAN A. CASTILLO
REVISIONS:
1-- B.D.0 - 06AIA9- BY GG
DATE:-w"C8-21-18
SCALE TOWN
DRAWN BY:
CHECKED
JOB NUMBER: 18-
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