05-1120-009r
5/8 "(MIN) DRYWALL
OVER I" X 2" PT.
WOOD FURRING ®Ib" O.G.
OL TOP OF GONG.
6"
d)
1
HARDIPLANK FIBERGEMENT
EXTERIOR SIDING ,
6 1/4" (-T" EXPOSED) OVER
SEE ROOF PLAN, SEE SHEET A -4
LIM
E-1
min
RIPPED IN HALF IX4 P.T. WOOD
R -4.2 (MIN) INSULATION
BETWEEN FURRING.
FACE BRICK
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VENEER (TYPICAL)
FOR SPECIFICATIONS.
GRADE —1
4-4
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PRE - FABRICATED WOOD
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BARRIER (TWEK)
R -30 IN5ULAT
OVER P.T. WOOD
TRU55E5 a 24" O.G.
DECK STRIPS.
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(TYPICAL)
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SEE STRUCTURAL
TRUSS TYPE HORIZ. JOINT
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REINFORGIN6.(SEE STRUCT.
DRAWIN65 FOR MORE
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DRAWS. FOR MORE INFO)
LOCK SEAT ANCHOR, SEE
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SEE ROOF PLAN, SEE SHEET A -4
INFORMATION.
a
SEE ROOF PLAN, SEE SHEET A -4
STRUGT.DRAWS.
THIS DRAWING IS THE PROPERTY OF
FOR SPEGIFIGATIONS.
UNLESS OTHERWISE
PROVIDED FOR
BY CONTRACT. THE
R -30 INSULATION (TYPICAL)
FOR SPECIFICATIONS.
CONFIDENTIAL
PRE - FABRICATED WOOD
TO ANY OTHER PARTY EXCEPT AS
AGREED TO BY THE
ARCHITECT.
2ND FLOOR
12"
WOOD TRUSSES
12"
TRUSSES a 24" O.G.
3 142"
ROOF 5LOPE
SEE STRUCTURAL D 65
a 24" O.C. SEE S
®24
3 I /2"
ROOF SLOPE
SEE 5TRUGTURAL
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(TYPICAL)
.G.
FOR MORE INFORMATION.
(TYPICAL)
DRAWINGS FOR MORE
V.
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INFORMATION.
24 GA. GALV. CONT. CLEAT b
R -30 INSULAT
LOCK SEAT ANCHOR, SEE
d :o
DRIP NAILED W/ 12 GA.
(TYPICAL)
8" X 12" (MIN)CONC. TB. (5EE
STRUGT.DRAWS.
ANNULAR A SHANK NAILS
12
STRUCTURAL DRAW5 FOR MORE
LOCK SEAT
ANGH
7"
ROOF SLOPE
INFORMATION)
I" X 3" P.T. CONT. NAILER
T.DRA
STRUGT.DRAWS.
(TYPICAL)
GROWN MOLDING FMM # 309
FOR GROUND FLOOR
A
E ALL MAIN RESIDENCE,
2
-0" O.H
I" X 8" P.T. FASCIA
2ND FLOOR
GROWN MOLDING FMM # 31
PAINTED, OVER
4 FOR 2ND FLOOR,
2 "X6" 5UB- FASGIA(TYP.)
r
TOP OF T.B a
(BY FEDERAL
GRID. FLOOR
a
MILLWORK CORP. OR
I " 4" T. 4 G. W/ "V" JOINTS.
24 6A. GALV. CONT. CLEAT 6
EQUAL(TYP. THROUGHOUT).
24 GA. GALV. GOVT. CLEAT d
DRIP NAILED W/ 12 GA.
IX
3 CONT. SCREEN VENT
DRIP NAILED W/ 12 GA. ANNULAR
(MIN) DRYWALL CEILING ON
d v
ANNULAR SHANK NAILS
(TYPICAL)
SHANK NAILS ®4" O.G.
I" X 3" STRIPPING ®16" O.G. (TYPICAL)
®4" O.G.
I" X 4" T 3 G WITH "V" JOINT
a
I" X 3" P.T. CONT. NAILER
I" X 3" P.T. CONT. NAILER
TYPICAL GEILIN6 a FRONT b REAR
I" X 4" P.T. CONT. NAILER/FIRE5TOP
COVERED VERANDAS.
a GEILIN6 LEVEL TYPICAL
' -O" O.H
(TYPICAL)
FASCIA
I" X 8" P.T. FASCIA
PAINTED, OVER
PAINTED, OVER
I" X 4" P.T. CONT. NAILER/
2 "Xb" 5UB - FA50IA (TYPICAL)
2 "Xb" 5UB- FA5GIA(TYP.)
5/8 "(MIN.) DRYWALL
FIRESTOP a GEILIN6 LEVEL
' -0" O.H.
GROWN MOLDING FMM # 304
OVER I" X 2" PT.
(TYPICAL)
I" X 4" T. 3 6. W/ "V" JOINTS.
FOR GROUND FLOOR
I" X 4" T. b 6. W/ "V" JOINTS.
WOOD FURRING a I6" O.G.
3 ALL MAIN RESIDENCE,
-
O
GROWN MOLDING
CROWN MOLDING FMM # 31
R-4.2 (MIN) INSULATION
SEE SPECIFICATION
4 FOR 2ND FLOOR ,
BETWEEN FURRING.
FOR THIS SHEET.
(BY FEDERAL
3" CONT. SCREEN VENT
MILLWORK CORP. OR
(TYPICAL)
EQUAL(TYP. THROUGHOUT).
8" X 12" (MIN) GONG. T.B.
(SEE STRUCTURAL DRAWS.
FOR MORE INFORMATION)
5/8 "(MIN) DRYWALL
OVER I" X 2" PT.
WOOD FURRING ®Ib" O.G.
OL TOP OF GONG.
6"
d)
1
HARDIPLANK FIBERGEMENT
EXTERIOR SIDING ,
6 1/4" (-T" EXPOSED) OVER
® &RD. FL..
LIM
E-1
min
RIPPED IN HALF IX4 P.T. WOOD
R -4.2 (MIN) INSULATION
BETWEEN FURRING.
FACE BRICK
wto
VENEER (TYPICAL)
DECKING a 16" O.G. ATTACH
HARDIPLANK SIDIN6 W/ 1 5/8"
GRADE —1
4-4
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BARRIER (TWEK)
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OVER P.T. WOOD
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REINFORGIN6.(SEE STRUCT.
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DRAWS. FOR MORE INFO)
I" X 4" PT WOOD NAILER.
WOOD BASE BY FEDERAL
MILLWORK CORP. OR
EQUAL.
FINISH FLOOR.
OIL TOP OF GONG.
FLOOR SLAB
6RD. FL..
NOTE: FACE BRICK
FOR CONCRETE FOOTING, SEE STRUCTURAL VENEER (TYPICAL)
DRAWINGS, FOUNDATION PLAN FOR
REI NFORC I N6 INFORMATION. GRADE
A I 11 Al h .11
TYPICAL ONE STORY SECTION
SCALE: 1" = 1' -0"
O
n
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SECOND FLOOR CONCRETE
SLAB, SEE STRUCTURAL
DRAWINGS FOR
MORE INFORMATION.
5/8" (MIN) DRYWALL GEILIN6 ON
I" X 3" 5TRIPPIN6 alb" O.G.
(TYPICAL)
I" X 4" P.T. CONT. NAILER/
FIRESTOP a GEILIN6 LEVEL
(TYPICAL)
I" X 4" PT WOOD NAILER. -
WOOD BASE BY FEDERAL
MILLWORK CORP. OR _
EQUAL. —
FINISH FLOOR.
a
a
a
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e. •
1
FLOOR SLAB
® 2ND. FL..
8" X 12" (MIN) GONG. T.B.
(SEE STRUCTURAL DRAWS
FOR MORE INFORMATION)
EXTERIOR SIDING:
8 1/4" (i" EXPOSED) OVER
RIPPED IN HALF IX4 P.T. WOOD
DECKING a 16" O.G. ATTACH
HARDIPLANK SIDIN6 W/ 1 5/8"
5/5 (308) CORROSIVE
RESISTANT LARGE FLAT
REINFORCED HEADS
o 16" O.G. FINISH NAIL
HEADS W/ 100 % ACRYLIC
PAINT. APPLY "HOUSE -
WRAP" MOISTURE
BARRIER (TWEK)
OVER P.T. WOOD
DECK STRIPS.
8 " GONG. BLOCK WALL kV
TRUSS TYPE HORIZ. JOINT
REINFORCIN6.(SEE 5TRUGT.
DRAW5. FOR MORE INFO)
OL TOP OF GONG.
6"
d)
1
to
® &RD. FL..
LIM
E-1
min
FLOOR SLAB
® 2ND. FL..
8" X 12" (MIN) GONG. T.B.
(SEE STRUCTURAL DRAWS
FOR MORE INFORMATION)
EXTERIOR SIDING:
8 1/4" (i" EXPOSED) OVER
RIPPED IN HALF IX4 P.T. WOOD
DECKING a 16" O.G. ATTACH
HARDIPLANK SIDIN6 W/ 1 5/8"
5/5 (308) CORROSIVE
RESISTANT LARGE FLAT
REINFORCED HEADS
o 16" O.G. FINISH NAIL
HEADS W/ 100 % ACRYLIC
PAINT. APPLY "HOUSE -
WRAP" MOISTURE
BARRIER (TWEK)
OVER P.T. WOOD
DECK STRIPS.
8 " GONG. BLOCK WALL kV
TRUSS TYPE HORIZ. JOINT
REINFORCIN6.(SEE 5TRUGT.
DRAW5. FOR MORE INFO)
TYPICAL TWO STORY SECTION
SCALE: 1" = 1' -0"
ENTRY
VERANDA
DECORATIVE HANDRAIL
TO RE515T 200 LB. MIN.
(TYPICAL) PROVIDE
SHOP DRAWINGS TO
ARCHITECT FOR APPROVAL.
BRICK FINISH FLOOR AT
VERANDAS $ EXTERIOR STEPS.
NOTE:
FOR CONCRETE FOOTING, SEE STRUCTURAL
DRAWINGS, FOUNDATION PLAN FOR
RE I NFORG I N6 INFORMATION.
SECTION ENTRY VERANDA
SCALE: 1" = 1' -0"
DECORATIVE 8" COLUMN
WRAPPING STEEL COLUMN.
SEE STRUCTURAL DRAWINGS
FOR MORE INFORMATION.
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11
OL TOP OF GONG.
FLOOR SLAB
to
® &RD. FL..
LIM
E-1
min
0-4
co
FACE BRICK
wto
VENEER (TYPICAL)
O
GRADE —1
TYPICAL TWO STORY SECTION
SCALE: 1" = 1' -0"
ENTRY
VERANDA
DECORATIVE HANDRAIL
TO RE515T 200 LB. MIN.
(TYPICAL) PROVIDE
SHOP DRAWINGS TO
ARCHITECT FOR APPROVAL.
BRICK FINISH FLOOR AT
VERANDAS $ EXTERIOR STEPS.
NOTE:
FOR CONCRETE FOOTING, SEE STRUCTURAL
DRAWINGS, FOUNDATION PLAN FOR
RE I NFORG I N6 INFORMATION.
SECTION ENTRY VERANDA
SCALE: 1" = 1' -0"
DECORATIVE 8" COLUMN
WRAPPING STEEL COLUMN.
SEE STRUCTURAL DRAWINGS
FOR MORE INFORMATION.
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DATE
5 -16 -05
SHEET NO.
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THIS DRAWING IS THE PROPERTY OF
DAVID WEARNE ,JOHNSON AN ARCHITECT
UNLESS OTHERWISE
PROVIDED FOR
BY CONTRACT. THE
CONTENTS OF
THIS DRAWING ARE
CONFIDENTIAL
AND SHALT. NOT BE TRANSNTTTED
TO ANY OTHER PARTY EXCEPT AS
AGREED TO BY THE
ARCHITECT.
d
DATE
5 -16 -05
SHEET NO.
A--8
N
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0-4
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REVISION
DATE
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DATE
5 -16 -05
SHEET NO.
A--8