14-576-005NEW PREFABRICATED WOOD TRUSSES @
24" O.C. (SEE STRUCT. DRAWINGS FOR
SIZE & SPACING)
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).6
NEW CONC. BEAM (SEE STRUCT
DRAWINGS).
/NF
12
41 -
12
14
" GYPSUM WALL BOARD CONC. BEAM (SEE STRUCT. ,
ON METAL HI -HATS @ 16" O.C. WINGS).
NEW BE ROOM
cfl
" STUCCO FINISH ON 8" CBS WALL O N
I
" G.W.B. ON 1 "X2" P.T. FURR NG pp
S RIPS @ 16" O.C. ON R -5 I SULATION.
NEW 4" CONC. SLAB W/ 6 "X6 " – 1.4x1.'
W.W.M. ON VAPOR BARRIER.
PROPOSED CONCRETE FOOTING. (SEE
STRUCT, DRAWINGS).
5/8" TEXTURED
STUCCO FINISH
8" CONC. BLOCK WALL
30 MIN. SPLICE
4 c
GRADE ,I. ,I,,I •I,I ,I, .I,,I ,I,.I ,I,.I .
SEE FOOTING SCHEDULE FOR a
SIZE AND REINFORCEMENT °
• 4 ° • G
Hl-HATS.
8 "x12" CONCRETE BEAM W/ 4
#5CONT.
AND #3TIES AT 12 "O.C.,
PROVIDE
(2) #5 30 "x30 "CORNER BARS
EA. WAY (TYP.)
1x2 P.T. FIRE STOPS AT C
8' -0" MAX.
1 /2" GYP. WALL BD. ON
1x2 P.T. WD. FURRING STRIPS
AT 24" O.C. W/ R -5.0 INSUL.
1 #5 VERT. IN CONC. FILLED BLOCK
CELL @ 40" O.C.FROM FOOTING TO
TIE BEAM, HOOK INTO FOUNDATION
AND TIE BEAM
STD. #9 LADDER TYPE HORIZ.
REINF.
AT 16" O.C. VERTICALLY
BASE BOARD
SEE FINISH SCHEDULE
° - e
4" CONC. SLAB W/ 6 "X6 "- 1.4x1.4
WIRE MESH, OVERLAPPED 30" AT
PERIMETER OVER 6 MILL POLYETHYLENE
VAPOR BARRIER OVER TERMITED WELL —
COMPACTED FILL
TYPICAL WALL SECTION
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).
EXISTING ROOF
TO REMAIN
BUILT UP ROOF 5/8" CDX.
PLYWOOD
WALL BOARD —'
–HATS @ 16" O.C.
NEW WOOD
(SEE STRUCT.
FOR SIZ
LAID STAGGERED & NAILED
W/ 8d.
TRUSS & NEW JOIST.
CONT. 26 GA. MTL. EVE
RING SHANK
NEW METAL STRAPS (SEE STRUCT.
CING)
DRIP STRIP ON 1x2 P.T.
NAILS AT 6 "O.C. AT FIELD
AND PANEL
G DOORS--\
WD.
EDGES W /Bd.RING SHANK
NAILS AT
RIGID INSULATION OR OTHER
NAILER W/ 2d. GALV. NAILS
4 "O.C. ALONG PERIMETER EDGES.
APPROVED MATERIAL TO
ACHIEVE REQUIRED SLOPE
AT 4" O.C.
NEW CONC. BEAM (SEE STRUCT. _._: �; ;;G
LAUNDRY.
SEE ROOF PLAN FOR
ER
TO REMAIN (
2x12 SMOOTH FINISH WD.
ANCHOR SPECS.
NEW
AMIL
FASCIA NAILED TO TRUSSES
CL.
RO
BSI_ PF 1/4" /FT.
W/ 2 -16d. GALV. NAILS
ROI
NEW 4" CONC. SLAB W f
[—NEV
4" CONC
SLAB W/ 6 "X6 "- 1.4x1.4
NEW
(SEE
ARTITI
YP. D
NS
TAIL)
Ad-,\ TO MATCH EXIST. BEAM
W.
M. ON V
a
ELEVATION (7' -10 ")
• a
(contractor to field
.
SCHEDULED RAFTERS.
verify)
(SEE STRUCT PLANS)
PAPER BACKED WIRE LATH
•
R -30 INSULATION
STUCCO SOFFIT W/ 4 "x16"
0•H.
a
1/2" GYPSUM BOARD
VENTS AT 8' -0" O.C.
CEILING ON METAL
5/8" TEXTURED
STUCCO FINISH
8" CONC. BLOCK WALL
30 MIN. SPLICE
4 c
GRADE ,I. ,I,,I •I,I ,I, .I,,I ,I,.I ,I,.I .
SEE FOOTING SCHEDULE FOR a
SIZE AND REINFORCEMENT °
• 4 ° • G
Hl-HATS.
8 "x12" CONCRETE BEAM W/ 4
#5CONT.
AND #3TIES AT 12 "O.C.,
PROVIDE
(2) #5 30 "x30 "CORNER BARS
EA. WAY (TYP.)
1x2 P.T. FIRE STOPS AT C
8' -0" MAX.
1 /2" GYP. WALL BD. ON
1x2 P.T. WD. FURRING STRIPS
AT 24" O.C. W/ R -5.0 INSUL.
1 #5 VERT. IN CONC. FILLED BLOCK
CELL @ 40" O.C.FROM FOOTING TO
TIE BEAM, HOOK INTO FOUNDATION
AND TIE BEAM
STD. #9 LADDER TYPE HORIZ.
REINF.
AT 16" O.C. VERTICALLY
BASE BOARD
SEE FINISH SCHEDULE
° - e
4" CONC. SLAB W/ 6 "X6 "- 1.4x1.4
WIRE MESH, OVERLAPPED 30" AT
PERIMETER OVER 6 MILL POLYETHYLENE
VAPOR BARRIER OVER TERMITED WELL —
COMPACTED FILL
TYPICAL WALL SECTION
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).
EXISTING ROOF
TO REMAIN
SECTION 3
SCALE: 4' =
1 X 3 PT. WD. FILLE
ATTACHED TO CONC. W�T -NAILS
CONC. LINTEL 0 6' O.C. NOTE WIN OW SHALL
BE ATTACHED TO CONC�NOT FILLER)
W/ 1/4' X 2-3/4 TAPCON.
• a • CONC. SCREWS / A MIN.
EMBEDMENT OF 1 1/4" INTO
v v , CONC. SPACED 6" FROM
• ENDS BALANCE @ 12" O..C.
STUCCO
GYPSUM BOARD
PERIMETER CAULKING CAULK
AND BACK BEDDING
VINYL WEATHER
STRIPPING
PERIMETER CAULKING
& BACK BEDDING
v � o
v � o
v v
CBS WINDOW HEAD DETAIL
N.T.S.
SNAP IN GLAZING
BEAD ( TYPICAL )
1/4 " X 2 -3/4" TAPCON CONC.
SCREWS @ 6" FROM
ENDS, BALANCE @ 12" O..C.
CAULK
MARBLE SILL
POURED CONT. SILL
CBS WINDOW SILL DETAIL
N.T.S.
1 X 3 PT. WD. FILLER
ATTACHED TO BLOCK W/ T -NAILS
® 6' O.C. NOTE WINDOW SHALL
BE ATTACHED TO CONC. (NOT FILLER)
W/ 1/4" X 2 -3 4" TAPCON.
CONC. SCREWS // A MIN.
EMBEDMENT OF 1 1/4" INTO
CONC. SPACED 6" FROM
ENDS BALANCE ® 12" O..C.
WEATHERSTRIPING
PERIMETER CAULKING AND
BACK BEDDING
STUCCO
CBS WINDOW JAMB DETAIL
N.T.S.
2 X 4 PT. WD. BLOCKING
1 X 4 PT. WOOD FURRING W/ 3/16" X 3" LONG HILTI
OR T -NAILS
GYPSUM WALL BOARD SHOTS 6" FROM TOP &
BOTTOM ® 12" O.C.
WOOD OR METAL DOOR FRAME
(SEE PLAN FOR SIZE AND TYPE)
3/8" X 3" LONG WOOD
SCREWS RECCESSED
24" O.C. AND @ 6"
FROM EACH END
8" C • M. U • DOOR (SEE N FOR
TYPE)
SIZE
A
SEALANT
STUCCO FINISH
DOOR JAMB DETAIL
N.T.S.
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).
NEW CqjC. BEAM (SEE STRUCT.
DRAWIN ).
F CV
NEW STORAGE
Do-
" STU CO FINISH ON 8" CBS WALL
GRADE_
NOTE:
JOIST CANTILEVER SHALL NOT EXCEED
1/2 THE LENGTH OF THE PORTION OF
THE JOIST INSIDE THE
BUILDING AS PER F.B.C. R4409.6.11
EXISTING ROOF
TO REMAIN
EXISTING WALL
TO REMAIN
EXISTING FOOTING
TO REMAIN
EXISTING WALL
TO REMAIN
EXISTING FOOTING
TO REMAIN
EXISTING CONC. SLAB
TO REMAIN —
EXISTING ROOF
TO REMAIN
PROPOSED CONCRETE FOOTING. (SEE
STRUCT. DRAWINGS).
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS
NEW ROOF CRICKET
ISTING TRUSS
TO REMAIN
EXISTING WALL
TO REMAIN
EXISTING
GARAG E TO
REMAIN
EXISTING FOOTING
TO REMAIN -
EXISTING TO
12
NEW PRE – FABRICATED
TRUSSES
@ 24"
NEW ROOF CRICKET
CON
BEA
EXIST. TRUSSE
TO REMAIN. EXIST. CONC
BEAM TO PROP.
AC SOFFIT
REMAIN.
(SEE STUCT.
DWNGS FOR
BEAM REINF.)
NEW 4"
CONC. SLAB
EXIST. CONC. OVER EXIST.
SLAB TO CONC. SLAB
REMAIN,
Y
EXIST. CONC.
FTNG, TO ;
REMAIN.
EXISTING TO PROPOSED
REMAIN ADDITION
SECTION 4
SCALE: 4' = 1' -0"
NEW PREFABRICATED WOOD TRUSSES @
24" O.C.
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).
NEW CONC. BEAM (SEE STRUCT. NEW CONC. BEAM (SEE STRUCT.
DRAWINGS. DRAWINGS).
1' -6"
" G.W.B. ON 1 "X2" P.T. FURRING
STRIPS @ 16" O.C. ON R -5 1 ATI N.
NEW 1/2" G.W.IB. ON 1X3 P.T, WOOD" STUCCO FINISH ON 8" CBS WALL
FURRING STRIPS @24" O.C. ATTACH.E1
0 CBS WALL W/ 1 CUT NAIL MIN. $ ALTERN
COURSE OF BLOCK. AS PER F.B.C.R4 09.10.1
NEW 4" CONC. SLAB W/ 6 "X6' – 1.4x1.4
W.W.M. ON VAPOR BARRIER.
EX ANSION JOINT
PROPOSED
REMAIN ADDITION
i
SECTION 2
SCALE: 4"
EXISTING TRUSS
TO REMAIN
EXISTING CONC. SLAB
TO REMAIN —
EXISTING TO
REMAIN
SECTION 1
GRADE
PROPOSED CONCRETE FOOTING. (SEE
STRUCT. DRAWINGS),
"
ON
GYPSUM
METAL HI
WALL BOARD —'
–HATS @ 16" O.C.
NEW WOOD
(SEE STRUCT.
FOR SIZ
JOIST
D
& SP
—I
TRUSS & NEW JOIST.
NEW METAL STRAPS (SEE STRUCT.
CING)
DRAWINGS FOR SPECS).
EXISTI
G DOORS--\
NEW
NE
NEW METAL STRAPS (SEE STRUCT.
NE\
TO REMAIN
NEW CONC. BEAM (SEE STRUCT. _._: �; ;;G
LAUNDRY.
SHO
ER
TO REMAIN (
TOI
STUCCO FINISH ON 8" CBS WALL
NEW
AMIL
INDOW
ROOM T01 REMAIN
CL.
RO
fit"
ROI
NEW 4" CONC. SLAB W f
[—NEV
4" CONC
SLAB W/ 6 "X6 "- 1.4x1.4
NEW
(SEE
ARTITI
YP. D
NS
TAIL)
W.
M. ON V
OR BARRIER.
SECTION 3
SCALE: 4' =
1 X 3 PT. WD. FILLE
ATTACHED TO CONC. W�T -NAILS
CONC. LINTEL 0 6' O.C. NOTE WIN OW SHALL
BE ATTACHED TO CONC�NOT FILLER)
W/ 1/4' X 2-3/4 TAPCON.
• a • CONC. SCREWS / A MIN.
EMBEDMENT OF 1 1/4" INTO
v v , CONC. SPACED 6" FROM
• ENDS BALANCE @ 12" O..C.
STUCCO
GYPSUM BOARD
PERIMETER CAULKING CAULK
AND BACK BEDDING
VINYL WEATHER
STRIPPING
PERIMETER CAULKING
& BACK BEDDING
v � o
v � o
v v
CBS WINDOW HEAD DETAIL
N.T.S.
SNAP IN GLAZING
BEAD ( TYPICAL )
1/4 " X 2 -3/4" TAPCON CONC.
SCREWS @ 6" FROM
ENDS, BALANCE @ 12" O..C.
CAULK
MARBLE SILL
POURED CONT. SILL
CBS WINDOW SILL DETAIL
N.T.S.
1 X 3 PT. WD. FILLER
ATTACHED TO BLOCK W/ T -NAILS
® 6' O.C. NOTE WINDOW SHALL
BE ATTACHED TO CONC. (NOT FILLER)
W/ 1/4" X 2 -3 4" TAPCON.
CONC. SCREWS // A MIN.
EMBEDMENT OF 1 1/4" INTO
CONC. SPACED 6" FROM
ENDS BALANCE ® 12" O..C.
WEATHERSTRIPING
PERIMETER CAULKING AND
BACK BEDDING
STUCCO
CBS WINDOW JAMB DETAIL
N.T.S.
2 X 4 PT. WD. BLOCKING
1 X 4 PT. WOOD FURRING W/ 3/16" X 3" LONG HILTI
OR T -NAILS
GYPSUM WALL BOARD SHOTS 6" FROM TOP &
BOTTOM ® 12" O.C.
WOOD OR METAL DOOR FRAME
(SEE PLAN FOR SIZE AND TYPE)
3/8" X 3" LONG WOOD
SCREWS RECCESSED
24" O.C. AND @ 6"
FROM EACH END
8" C • M. U • DOOR (SEE N FOR
TYPE)
SIZE
A
SEALANT
STUCCO FINISH
DOOR JAMB DETAIL
N.T.S.
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).
NEW CqjC. BEAM (SEE STRUCT.
DRAWIN ).
F CV
NEW STORAGE
Do-
" STU CO FINISH ON 8" CBS WALL
GRADE_
NOTE:
JOIST CANTILEVER SHALL NOT EXCEED
1/2 THE LENGTH OF THE PORTION OF
THE JOIST INSIDE THE
BUILDING AS PER F.B.C. R4409.6.11
EXISTING ROOF
TO REMAIN
EXISTING WALL
TO REMAIN
EXISTING FOOTING
TO REMAIN
EXISTING WALL
TO REMAIN
EXISTING FOOTING
TO REMAIN
EXISTING CONC. SLAB
TO REMAIN —
EXISTING ROOF
TO REMAIN
PROPOSED CONCRETE FOOTING. (SEE
STRUCT. DRAWINGS).
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS
NEW ROOF CRICKET
ISTING TRUSS
TO REMAIN
EXISTING WALL
TO REMAIN
EXISTING
GARAG E TO
REMAIN
EXISTING FOOTING
TO REMAIN -
EXISTING TO
12
NEW PRE – FABRICATED
TRUSSES
@ 24"
NEW ROOF CRICKET
CON
BEA
EXIST. TRUSSE
TO REMAIN. EXIST. CONC
BEAM TO PROP.
AC SOFFIT
REMAIN.
(SEE STUCT.
DWNGS FOR
BEAM REINF.)
NEW 4"
CONC. SLAB
EXIST. CONC. OVER EXIST.
SLAB TO CONC. SLAB
REMAIN,
Y
EXIST. CONC.
FTNG, TO ;
REMAIN.
EXISTING TO PROPOSED
REMAIN ADDITION
SECTION 4
SCALE: 4' = 1' -0"
NEW PREFABRICATED WOOD TRUSSES @
24" O.C.
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).
NEW CONC. BEAM (SEE STRUCT. NEW CONC. BEAM (SEE STRUCT.
DRAWINGS. DRAWINGS).
1' -6"
" G.W.B. ON 1 "X2" P.T. FURRING
STRIPS @ 16" O.C. ON R -5 1 ATI N.
NEW 1/2" G.W.IB. ON 1X3 P.T, WOOD" STUCCO FINISH ON 8" CBS WALL
FURRING STRIPS @24" O.C. ATTACH.E1
0 CBS WALL W/ 1 CUT NAIL MIN. $ ALTERN
COURSE OF BLOCK. AS PER F.B.C.R4 09.10.1
NEW 4" CONC. SLAB W/ 6 "X6' – 1.4x1.4
W.W.M. ON VAPOR BARRIER.
EX ANSION JOINT
PROPOSED
REMAIN ADDITION
i
SECTION 2
SCALE: 4"
EXISTING TRUSS
TO REMAIN
EXISTING CONC. SLAB
TO REMAIN —
EXISTING TO
REMAIN
SECTION 1
GRADE
PROPOSED CONCRETE FOOTING. (SEE
STRUCT. DRAWINGS),
G.W.B. ON 1 "X2" P.T. / 6' X6 = 1'.'4x1:4•..._Y_�
W.W.M. ON VAPOR BARRIER.
FURRING STRIPS @ 16" O.C. - -
ON R -5 INSULATION.
EXISTING FOOTING
TO REMAIN" EXPANSION JOINT
GRADE
i
s
i
EXISTING TO PROPOSED STRUCT.EDRAOWIINGS) CRETE FOOTING. (SEE
REMAIN ! ADDITION
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INTERIOR WORK AND
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SINGLE FAMILY RESIDENCE
SITE ADDRESS:
6201 SW 80 ST.
MIAMI, FLORIDA
OWNER:
MR. AJAY PANDEY AND
MRS. PARUL SHAH
AGUDELO
ARCHITECT P.A.
A.A.26002013
Address:
4841 NW 107 Ct.
Doral, Fl. 33178
Phone #:
(786) 738 -8236
e -mail address:
Berman @agudeloarchitect• I
SEAL:
STATE OF, FLORIDA
4A ";C"�
GERMAN A. AGUDELO
iCHITECT FOR THE FIRM
LICENSE # AR- 0091594
CONT. GALV, MTL. FLASHING
@ CONNECTION OF EXIST.
TRUSS & NEW JOIST.
NEW METAL STRAPS (SEE STRUCT.
DRAWINGS FOR SPECS).
12
3 1
12 1
NEW METAL STRAPS (SEE STRUCT.
1�1 N
DRAWINGS FOR SPECS).
NEW CONC. BEAM (SEE STRUCT. _._: �; ;;G
EXISTING WALL D
NEW WOOD JOIST N
DRAWINGS.
TO REMAIN (
FOR SIZE & SPACING)" S
STUCCO FINISH ON 8" CBS WALL
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NEW 4" CONC. SLAB W f
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INTERIOR WORK AND
ADDITION TO EXIST.
SINGLE FAMILY RESIDENCE
SITE ADDRESS:
6201 SW 80 ST.
MIAMI, FLORIDA
OWNER:
MR. AJAY PANDEY AND
MRS. PARUL SHAH
AGUDELO
ARCHITECT P.A.
A.A.26002013
Address:
4841 NW 107 Ct.
Doral, Fl. 33178
Phone #:
(786) 738 -8236
e -mail address:
Berman @agudeloarchitect• I
SEAL:
STATE OF, FLORIDA
4A ";C"�
GERMAN A. AGUDELO
iCHITECT FOR THE FIRM
LICENSE # AR- 0091594