13-240-017NW
KITCHEN
1/2" GYPBOARD ON KITCHEN
"SIDE.
NOTE:
CONTRACTOR TO
COORDINATE WITH CLIENT ON
NICHE SHELVING
1/2" CEMENTITIOU"S BOARD ON
PT. 2x8" FRAMING OUT
EXISTING OPENING. PROVIDE
BACKING FOR NEW SHELVING.
EXISTING WALL t SLAB.
5ATH *1
E
la" THICK DRYWALL
CEILING ON 1 X 3 WD.
FURRING • 16" O.G.
1/2" DRYWALL —�
BOTH SIDES
INTERIOR
6" BASEBOARD.
PROFILE TO BE
SELECTED BY OWNER
FINSIH FLOOR
TO BE SELECTE
BY OWNER
"WOOD TRUSS
FASTEN 20 GA. RUNNER TO
SLAB W/ "HILT[" SHOT PINS
DNI 31106 (SHANK DIA..145)
+ 16" O.G. SEAL BOTH SIDES.
INTERIOR PARTITION
20 GAUGE MTL. STUD'S
AT 16" O.C.
MTL. STUD BRACING$
AT MID -DEPTH
(FIRE STOP)
35" 15AFT SOUND
INSULATION.
INTERIOR
FASTEN 20 GA. RUNNER TO
SLAB W/ "HILTI" SHOT PINS
/DNI 31108 (SHANK DIA..145)
+ 16" O.G.
CONCRETE SLAB
(SEE STRUCT. DWG$).
FTIU
IN -FILL WINDOW EXISTING TYPICAL NON -LOAD SEARING
5 T14 01 � WITP INSULATION
INT. PARTITION SCALE- 1/2" = P-o" INT. PARTITION xALE- 1n" = r -0"
ENGINEERED TRUSS (BY
NOTED
I.CONTRACTOR TO VERIFY AND COORDINATE SOFFIT
DETAIL WITH A/C DUCTOWORK CLEARANCE. WE
MECHANICAL SHEETS FOR DUCTWORK SIZE,
LOCATION, AND INSULATION SPECIFICATIONS FOR
MORE INFORMATION.
2. CONTRACTOR TO PROVIDE NOA 4 SAMPLE OF
METAL SEAM ROOFING TO ARCHITECT PRIOR TO
ORDERING.
3. TOP OF ALL CONTINUOUS FOOTING'S MUST BE A
MINIMUM OF R7" BELOW GRADE.
4. ATTIC VENTS MUST BE COVEFeD WITH SCREENIW -%,
WITH OPENINGS A MAXIMUM OF Ab ".
NEW ROOF TO MATCH EXISTING
ROOF IN STYLE AND COLOR
CONTRACTOR TO COORDINATE
WITH CLIENT AND ROOF
MANUFACTURER PRIOR TO
ORDERING.
2 x 4 WOOD 5RACING6 + V -0" O -C-
AT TOP AND BOTTOM CHORD OF WOOD
TRUSSES
SEE STRUCTURE SHEETS
FOR REINF. INFORMATION
TRUSS ANCHOR (SEE STRUCT. "may
SHEETS
TOP OF TIE BEAM mss~ ? 3
3" x 3" x 26 GAUGE ;:
CONTINUOUS METAL DRIP 1
NAILED + 4" O.G. OVER
1" x 2" P.T. I: 1
I "X6" WOOD FASCIA NAILED
WITH 2 -16d NAILS AT EACH 8
£ :
WOOD TRUSS (TO MATCH ;
EXISTINW. 1:= I
CONTINUOUS SCREEN VENT
INSECT SCREEN ON METAL LATH
AND PLASTER.ON 1/2" PLYWOOD SOFFI
ATTIC VENTS MUST BE COVERED
WITH SCREENING, WITH OPENING:$ A
MAXIMUM OF ya ".
1
5/6" SMOOTH STUCCO 1.
i 1
8" CONCRETE BLOCK WALL
W /HORIZONTAL LADDER TYPE
:1
FM. FLOOR
ELEV. + O' -O"
GRADE
0
SEE STRUCT. DRAWING
T1'fi ICAL WALL SECTION
OTHERS).
R -30 MATT INSULATION
HURRICANE STRAP.
COORD. WITH STRUCT.
DWCs'S.
12
CONC. BEAM. SEE 2 -1/2
STRUCT DRAWINGS FOR
MORE INFORMATION 1
5/6" MOOTI-I STUCCO
R4.1 RIGID INSULATION -
1 -1/2" FURRING= STRIPS •
24" O.G. VERT.
8" GMU WALL
WOOD TRUSSES • 24"
R -30 BATT. INSULATIC
/2" THICK DRYWALL CEILING ON
x 3 WOOD FURRING • 16" O.C.
x 4 WOOD P.T. FIRESTOP • V -0" O.C. MAXIMUM
" x 12" CONCRETE TIE BEAM
x 4 WOOD P.T. FIRESTOP
+ V -0" O.C. MAXIMUM
Nam-
ALL WOOD IN CONTACT WITH MASONRY
SHALL BE PM66WE TREATED.
/2" DRYWALL ON 'Z' SHAPED MTL.
FURRING CHANEL • 16" O.C.
PROVIDE RIGID R -4.1 INSULATION
BASEBOARD PROFILE SELECTED
BY OWNER
/2" EXPANSION JOINT MATERIAL
FINISH FLOOR SELECTED BY OWNER
SEE FINISH SCHEDULE FOR MORE INFO,
6 MIL VISQUEEN V.B.
`55x COMPACTED AND CLEAN FILL
(2000 P,SF, BEARING CAPACITY)
TERMITE TREAT SOIL
� NEW GONSTRUGTION SCALE - 1/2" _ 1' -0"
r 4 ,
, ,\. 'Y IV
`
• iil�:.
CROWN MOLDING TO BE
SELECTED BY OWNER
CONTRACTOR TO
PROVIDE
PROPER SACKING AS
REQ'D
FOR ALL MOLDING.
NEW L.E.D. LIGHT FIXT.
ON DIMMER SWITCH (5EE
ELECTRIC DWG$ FOR
MORE INFORMATION).
U
GOVE SOFFIT DETAIL +� MSTR. 1:3DRM.
INTERIOR SCALE- 3/4",1'_0"
NEW ROOF TO MATCH EXISTING
ROOF IN STYLE AND COLOR
CONTRACTOR TO COORDINATE
WITH CLIENT AND ROOF
MANUFACTURER PRIOR TO
ORDERING.
2 x 4 WOOD BRACING$ • V -0" O.C-
AT TOP AND BOTTOM CHORD OF WOOD
TRUSSES
SEE STRUCTURE SHEETS
FOR REINF. INFORMATION
TRUSS ANCHOR (SEE STRUCT.
SHEETS
TOP or- TIE BEAM i
4/- II' -0" Apr-.
3" x 3" x 26 GAUGE
CONTINUOUS METAL DRIP ,
NAILED + 4" O.G. OVER
I" x 2" P.T. 1
tOP OF RACIST. T.B.
. F
1 "X6" WOOD FASCIA NAILED "
WITH 2 -16d NAILS AT EACH
WOOD TRUSS (TO MATCH 1
EXISTING).
CONTINUOUS SCREEN VENT
INSECT SCREEN ON METAL LATH
AND PLASTER.ON 1/2" PLYWOOD SOFFI, '
ATTIC VENTS MUST BE COVERED l
WITH SCREENING, WITH OPENINGS A j t`,
MAXIMUM OF ye. i _ 1
5/6" SMOOTH STUCCO B
1
6" CONCRETE BLOCK WALL 1-
W /HORIZONTAL LADDER TYPE
FIN. FLOOR
ELEV.
GRADE
SEE STRUCT. DRAWING
9 EXISTING WALLS
1/2" THICK DRYWALL
CEILING ON 1 X 3 WD.
FURRING + 16" O.C.
1/2" DRYWALL
BOTH 'SIDES
INTERIOR
6" BASEBOARD.
PROFILE TO BE
SELECTED BY OWNER
FINSIH FLOOR
TO BE SELECTED
BY OWNER
WOOD TRUSS
FASTEN 20 GA. RUNNER TO
SLAB W/ "HILTI." SHOT PIN'S
DNI 31P8 (SHANK DIA..145)
• 16" O.G. SEAL 80TH SIDES.
INTERIOR PARTITION
20 GAUGE MTL. STUDS
AT 16" O.G.
MTL. STUD BRACING$
AT MID -DEPTH
(FIRE STOP)
INTERIOR
FASTEN 20 GA. RUNNER TO
SLAB W/ "HILT[." 'SHOT PINS
DNI 31108 ("SHANK DIA..145)
+ 16" O.C.
CONCRETE SLAB
(SEE STRUCT. DWGS).
TYPICAL NON -LOAD SEARING
INT. PARTITION SCALE- 1/2" = 1' -0"
NOTE : 5ATHROOM WALL CONSTRUCTION
SHOWER COMPARTMENTS SHALL HAVE FLOORS 4 WALLS CONSTRUCTED OF
SMOOTH, CORROSION RESISTANT AND NONA5SOR5ENT WATER RESISTANT
MATERIALS TO A HEIGHT OF NOT LE55 THAN 10' ABOVE THE COMPARTMENT
FLOOR AT THE DRAIN, AS PER SECTION 12043, 1-B.C. -2001. G.C. SHALL
PROVIDE A SHOWER LINER UPTO 30" ABOVE SHOWER FLOOR.
NOTE 5ATHROOM I SACKING
As per R3012,FBC -2004: 15athtub and shower floors and
wallS above bathtubs with installed shower heads and In
Shower compartments Shall be flnlshed with a
nonabsorbent surface.
Such wall surfaces Shall extend to a haight of not less
than 6 feet (1829 mm) above the floor.
WOOD TRUSSES + 24"
R -30 BATT. INSULATI(
Z112 " THICK DRYWALL CEILING ON
x 3 WOOD FURRING + 16" OTC.
x 4 WOOD P.T. FIRESTOP • V -0" O.C. MAXIMUM
EW CONCRETE TIE BEAM. 'SEE STRUCT DWGS
OR MORE INFORMATION
EXISTING TIE -BEAM
x 4 WOOD P.T. FIRESTOP
+ V -0" O.C. MAXIMUM
ALL WOOD IN CONTACT WITH MASONRY
SHALL BE PIESSUIE TIF_ATED.
/2" DRYWALL ON '2" SHAPED MTL.
FURRING CHANEL • 16" O.C.
PROVIDE RIGID R -4.1 INSULATION
PROVIDE PROVISIONAL SHORING
PRIOR TO FULL REMOVAL OF WALL;
INSTALL PEAVY DUTY POST SHORES.
DO NOT REMOVE SHORES UNTIL
WALL /BEAM RETROFITTINCa IS
COMPLETED. WHEN INSTALLING=
SHORES, FOLLOW MANUFACTURER'S
SPECIFICATIONS.
(SHORE EACH 51DE PRIOR TO WORK)
BASEBOARD PROFILE SELECTED EXISTING CMU WALL I
Y OWNER
/2" EXPANSION JOINT MATERIAL
FINISH FLOOR SELECTED BY OUINER
SEE FINISH SCHEDULE FOR MORE INFO.
6 MIL VISQUEEN VB.
155x COMPACTED AND CLEAN FILL
(2000 PAr-. BEARING CAPACITY)
TEIRMITE TREAT 'SOIL
SCALE- 1/2"
SHORING TO TRANSFER ALL
LOA05 TO (2) 2x&'s W/ A 2x4
SPACER TO INSURE DISPERSED
LOAD.
GRADE
= MOISTURE RESISTANT
1/2" THICK DRYWALL CEILING � DRYWALL.
ON 1 x 3 WOOD FURRING ` 2 X 4 MTL
+ 16" O.C. �* �y TOP PLATE
INTERIOR PARTITION 2 x 4
1/2" DRYWALL 20 GAUGE MTL. STUDS
AT 16" O.C.
2 x 4 20 GAUGE MTL. BRACING$
AT MID -DEPTH (FIRE STOP)
35" 13AFT SOUND
INTERIOR INSULATION.
15ATH RM
NOTE: 1/1" DURO -ROCK AND TILE
'SELECTED 15Y OWNER' TO EXTEND A
MINIMUM
OF 12" ABOVE THE FLOOR
S. (FLOOR TO CLG')
BASEBOARD
PROFILE SELECTED •,. SHOWER LINER TO BE 30" ABOVE
BY OWNER SHOWER FLOOR MINIMUM
FASTEN 20 GA. RUNNER TO
Q SLAB W/ "HILTI" SHOT PINS
TILE SELECTED '^ DNI 31P8 (SHANK DIA..145)
BY OWNER • 16" O.G.
TILE SELECTED BY OWNER
CONCRETE SLAB
(SEE STRUCT. DWGS)-
WALL SECTION Q 5ATHROOM
5CALE- 1/2" = I' -0"
3 -5/8" x 20g
METAL STUDS
Irv" 0a
1/211 DRYWALL ln" DRl'IUA22 ........�.
1x4 WD. BACKING
AT 33 -1n" ABOVE 1x4 WD. P.T.
FINISH FLOOR 5ACKMG AT
33 -1n" ABOVE
FINISH FLOOR
33 -In" M �2
FINISH FLOOR FINISH FLOOR
5ATHROOM BACKING DETAIL
NOTES PROVIDE I X4 WD. P.T. BACKING AT 33 -1n" A50VE
FINISH FLOOR ALL AROUND ISAT4400M
GRAVE
NEW ROOF TO MATCH EXISTING
ROOF IN STYLE AND COLOR
CONTRACTOR TO COORDINATE
WITH CLIENT AND ROOF
MANUFACTURER PRIOR TO
ORDERING.
WOOD RAFTER
SEE STRUCTURE SHEETS
FOR REINF. INFORMATION
TRUSS ANCHOR (SEE STRUCT.
SHEETS
TOP OF TIE BEAM
AFF.
3" x 3" x 26 GAUGE
CONTINUOUS METAL DRI
NAILED • 4" O.C. OVER
I" x 4" P.T.
1 "X10" WOOD FASCIA NAILED
WITH 2 -16d NAILS AT EACH
WOOD TRUSS SEE
ROOF
PLAN
CONTINUOUS SCREEN VENT
INSECT SCREEN ON METAL LATH
AND PLASTER.ON 1/2" PLYWOOD S
ATTIC VENTS MUST BE COVERED
WITH SCREENING, WITH OPENINGS A
MAXIMUM OF ya ".
5/8" SMOOTH STUCCO
16" x 16" CONCRETE BLOCK CC
SEE STRUCT. FOR INFORM.
FIN. FLOOR
ELEV. + 0' -D"
GRADE
F
d
SEE STRUCT. DRAWING
EXIST. CEILING TO
REMAIN. PATCH Al
REPAIR AS REQ.
1/2" DRYWALL
(BOTH 'SIDES)
2 X 6 TOP PLATE
INTERIOR PARTITION
2 x 6 20 GAUGE MTL.
STUDS • 16" O.G.
2 x 6 BRACING$
AT MID -DEPTH (FIRE STOP)
SITTING
AREA
LAUNDRY RM- EXHAUST VENT
(BEYOND)TO CONTINUE
••.� •wr • • uv•ru ur•
V V V rrrwy
w 4 • Y ♦ • • i 4
-ReSisibn1 ;
<r r r � r • ♦
•w•• •••C rr• •• =U
• u • r = u
r r • r r
••• r
♦ •
u•uw ♦ •♦••y � • rau =
INT. PARTITION
WOOD HALF - TRUSSES • 24"
R -30 BATT. INSULATION —i
12
2.5
I" x 8" T IG. ON WOOD RAFTER 5/8" STUCCO TO MATCH
8" x CONCRETE TIE BEAM
ALL 111000 M CONTACT WITH MASONRY
SHALL BE R MSOLNE TIEATED-
SEE STRUCTURE SHEET5-
FOR REINF. INFORMATION
TErrkACE
DECORATIVE 2" STUCCO BAND
1/2" EXPANSION JOINT MATERIALS" CONCRETE BLOCK WALL
W /HORIZONTAL LADDER TYPE
FINISH FLOOR SELECTED BY OWNER
SEE FINISH SCHEDULE FOR MORE INFO. -j
1:= FIN. FLOOR
7:
ELEV. • 0 -0"
_ �`� GRADE I
- 6 MIL VISQLIEEN V.B.
5y. COMPACTED AND CLEAREFLt-7RUCT. DRAWING
(2000 PSr-. BEARING CAPACITY)
' TERMITE TREAT SOIL
Q T�t'PICAL WALL SECTION
KITC�4EN / TEi�RACE SCALE- I/2" , 1' -0"
SCALE- 1/1" = 1' -O°
p
-iCTI I °,
1..Yey.
1/2" DRYWALL
FINISH TO BE
SELECTED BY OWNER
1 x 4 WOOD P.T. FIRE5TOP + V -0" O.C. MAXIMUM
1/2" DRYWALL ON 'X' SHAPED MTL.
FURRING CHANEL • 14" O.C.
PROVIDE RIGID R -4.1 INSULATION
KITCHEN
1/2" EXPANSION JOINT MATERIAL
FINISH FLOOR SELECTED BY OWNER
SEE FINISH SCHEDULE FOR MORE INFO.
(0 MIL VISQUEEN Y.B.
t5% COMPACTED AND CLEAN FILL
(2000 P.SF. BEARING CAPACITY)
TERMITE TREAT SOIL
City of South Miami
Building Dept.
6130 Sunset Drive
South Miami, FL 33143
100% CONSTRUCTION
DOCUI IENTS
THROUGH ROOF.
D
Job No. 12-015
MTL. FLEX HOSE EXHAUST
0
ATTENUATING BLANKET
COLLECTION BOX BEYOND
..-
`�+
ALL WALL IN LAUNDRY RM.
BY: IN- O -VATE INC.
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SERIES: DRYERBOX
I. '
o
0
INSTALL AS PER MANUF.
U
0. f!
$PEG'S
y
FASTEN 20 GA. RUNNER TO
FLOORING • 16" O.C.
BASEBOARD
0
PROFILE SELECTED
AA- 2600-1560
c
BY OWNER
FINISH FLOOR TO BE
NEW TILE FLOOR
In
SELECTED BY OWNER
TO BE SELECTED
A_1.0
Jp'l
BY OWNER
�K
0
I
NON -LOAD SEARING WALL LAUNDRY RM.
INT. PARTITION
WOOD HALF - TRUSSES • 24"
R -30 BATT. INSULATION —i
12
2.5
I" x 8" T IG. ON WOOD RAFTER 5/8" STUCCO TO MATCH
8" x CONCRETE TIE BEAM
ALL 111000 M CONTACT WITH MASONRY
SHALL BE R MSOLNE TIEATED-
SEE STRUCTURE SHEET5-
FOR REINF. INFORMATION
TErrkACE
DECORATIVE 2" STUCCO BAND
1/2" EXPANSION JOINT MATERIALS" CONCRETE BLOCK WALL
W /HORIZONTAL LADDER TYPE
FINISH FLOOR SELECTED BY OWNER
SEE FINISH SCHEDULE FOR MORE INFO. -j
1:= FIN. FLOOR
7:
ELEV. • 0 -0"
_ �`� GRADE I
- 6 MIL VISQLIEEN V.B.
5y. COMPACTED AND CLEAREFLt-7RUCT. DRAWING
(2000 PSr-. BEARING CAPACITY)
' TERMITE TREAT SOIL
Q T�t'PICAL WALL SECTION
KITC�4EN / TEi�RACE SCALE- I/2" , 1' -0"
SCALE- 1/1" = 1' -O°
p
-iCTI I °,
1..Yey.
1/2" DRYWALL
FINISH TO BE
SELECTED BY OWNER
1 x 4 WOOD P.T. FIRE5TOP + V -0" O.C. MAXIMUM
1/2" DRYWALL ON 'X' SHAPED MTL.
FURRING CHANEL • 14" O.C.
PROVIDE RIGID R -4.1 INSULATION
KITCHEN
1/2" EXPANSION JOINT MATERIAL
FINISH FLOOR SELECTED BY OWNER
SEE FINISH SCHEDULE FOR MORE INFO.
(0 MIL VISQUEEN Y.B.
t5% COMPACTED AND CLEAN FILL
(2000 P.SF. BEARING CAPACITY)
TERMITE TREAT SOIL
City of South Miami
Building Dept.
6130 Sunset Drive
South Miami, FL 33143
100% CONSTRUCTION
DOCUI IENTS
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