HomeMy WebLinkAbout04100093 Building PlansSHINGLES AS
SPECIFIED
16'x42' LOUVERED
GABLE VENT
1x8 R.S,GABLE
RAKE BOARD
lx6 R.S.FASCIA
BOARD
1x4 R.S. FREEZE
BOARD
BRICK SOLDIER
COURSE
1x6 R.S. WOOD
TRIM
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VATIDN
ROOF VENTS
(5) REQUIRED
1x6 R.S.FASCIA
BOARD
1x2 R.S. FREEZE
BOARD
1x4 R.S. CORNER
BOARD
1x8 R.S.PATTERN
L.P.LAP SIDING
1x8 R,S.BAND
BOARD
FRnNT ELESCALE: 1/8' =1'-0'
lx8 R.S.
GABLE
RAKE BOARD
1x4 R.S.
CORNER
BOARD
1x8 R.S.
PATTERN
L.P. LAP
SIDING
REAR _ELEVATION SCALE: ,a =1'-O'
L3
w
Lo
z
a
w
w
SHINGLES AS
SPECIFIED
HOG BACK
AS REQUIRED
1x6 R.S.FASCIA
BOARD
lx2 R.S. FREEZE
BOARD
lx4 R.S. CORNER
BOARD
lx8 R.S,PATTERN
L.P.LAP SIDING
1x8 R.S. BAND
BOARD
BRICK SOLDIER
COURSE
ROOF FRAMING PLAN
1x8 R. S. PATTERN
L. P. LAP SIDING
1x4 R. S. CORNER
BOARD
C� 1
CM NI
1x6 R.S.FASCIA
BOARD
1x2 R.S. FREEZE
BOARD
BRICK SOLDIER
COURSE
1x12 R.S. TRIM
BOARD
1a
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LEFT SIDE ELEVATION
ON
SCALE: 1/8' =1'-0'
I I t
- - - - - - - - - - - - - --�
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II I I
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RIGHT SIDE ELEVATION
SCALE: 1/16'=1'-0'
SCALE+ 1/8' =1'-0'
Y r
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-2
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OPTIONAL ROOF A =Ca« P -._o
OPTIONAL ROOF B SCALE: 1/8" =1'-O'
OPTIONAL ROOF C S>«,,9-,-,
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13 3/4" HEADER
12 FULL WIDTH OF
II
9'-4 1/2"
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24"D,S, D.W. � O (112 136'L,S,
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LAYOUT
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SCALE: 1/4" =1'-0"
KITCHENjj
9' CEILING
OPTIONAL —LAY—OUT 3 SCALE: ,4 -1
65'-0" FRAME
2'-4' 62'-81
5'-8 1/2"
18'-4'
8'-10'
12'-4"
3'-9 1/2" 6'-2" 6'-2"
HALF ROUND ABOVE CENTER WINDOW
(7)2824-1
32'-0"
5'-6 1/2' 4'-10"
6'-7 3/4'
6'-9 3/4'
2'- 4'
13'-4"
6'-6 1/4"
FIRST FLOOR P1963 S.F.
LANI
3'-2" 1 3'-2'
3'-8' 6'-4'
13'-8"
SCALE: 1/4' =1'-0"
3'-8' 6'-10 1/4' 1 3/4'
65'-0" FRAME
2824/36-1
5'-6'
11'-0'
22'-0'
2824/36-1
5'-6'
SQUARE FOOTAGE
FIRST FLOOR: 1963 S.F.
SECOND FLOOR: 1884 S.F.
TOTAL: 3847 S.F.
GENERAL NOTES -
1. FIRST FLOOR WALLS ARE TO BE
9'-1 1/8' TALL EXCEPT WHERE
NOTED,
2. WINDOW ROUGH OPENINGS GIVEN ARE FOR
ROCKWELL DOUBLE HUNG
WINDOWS AND SHOULD BE VERIFIED BY
SALESMAN BEFORE ORDERING OR FRAMING,
FRAMING NOTES:
1. PLYWOOD OVER ALL DEAD SPACES,
2. ALL INTERIOR DOOR JACKS 81 3/4"
(83 1/4' FLOOR TO BOTTOM OF HORIZONTAL)
EXCEPTED WERE NOTED,
3. WINDOW NOTE: JACKS 81 7/8'
(81 :�/&' FLOOR TO BOTTOM OF HORIZONTAL)
EXCEPT WERE NOTED,
4. NONBEARING HEADERS 2x4 FLAT WITH
CRIPPLES - FIRST FLOOR,
5. BLOCKING - 2x6 @ 24" ON CENTER FLAT
UNDER ALL WALLS RUNNING FRONT TO BACK,
6. DO NOT SHEET BAND BOARD - MEASURE
IN 4" ON FLOOR DECK FOR INSIDE OF STUD
WALL - ALL FLOORS.
7. ON ALL DOOR CLEARNACES PROVIDE 11' OVER
DOOR SIZES OR 4 1/2" TO EACH SIDE OF DOOR
ROUGH OPENING,
OVEN NOTES
1. S'-6' ABOVE FIRST FLOOR - TOP OF MICROWAVE
R.O. 24"x18 3/4"
2. LEAVE 4" SPACE BETWEEN MICRO/OVEN
3. OVEN R.O. 28 1/2"x28 1/4"
4. LARGER R,O, 28 1/2'x51 15/16' FOR OPTIONAL
DOUBLE OVEN,
5. COOK BOOK SHELF R.❑, 4 1/2" ABOVE
OVEN R,❑. - HEIGHT 29'
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13 3/4" HEADER
27' 15'
11 12"
FULL WIDTH ❑F S/R
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12" 36'L.S
21" 1 KNEE 21"
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2'- 4'
13'-4"
6'-6 1/4"
FIRST FLOOR P1963 S.F.
LANI
3'-2" 1 3'-2'
3'-8' 6'-4'
13'-8"
SCALE: 1/4' =1'-0"
3'-8' 6'-10 1/4' 1 3/4'
65'-0" FRAME
2824/36-1
5'-6'
11'-0'
22'-0'
2824/36-1
5'-6'
SQUARE FOOTAGE
FIRST FLOOR: 1963 S.F.
SECOND FLOOR: 1884 S.F.
TOTAL: 3847 S.F.
GENERAL NOTES -
1. FIRST FLOOR WALLS ARE TO BE
9'-1 1/8' TALL EXCEPT WHERE
NOTED,
2. WINDOW ROUGH OPENINGS GIVEN ARE FOR
ROCKWELL DOUBLE HUNG
WINDOWS AND SHOULD BE VERIFIED BY
SALESMAN BEFORE ORDERING OR FRAMING,
FRAMING NOTES:
1. PLYWOOD OVER ALL DEAD SPACES,
2. ALL INTERIOR DOOR JACKS 81 3/4"
(83 1/4' FLOOR TO BOTTOM OF HORIZONTAL)
EXCEPTED WERE NOTED,
3. WINDOW NOTE: JACKS 81 7/8'
(81 :�/&' FLOOR TO BOTTOM OF HORIZONTAL)
EXCEPT WERE NOTED,
4. NONBEARING HEADERS 2x4 FLAT WITH
CRIPPLES - FIRST FLOOR,
5. BLOCKING - 2x6 @ 24" ON CENTER FLAT
UNDER ALL WALLS RUNNING FRONT TO BACK,
6. DO NOT SHEET BAND BOARD - MEASURE
IN 4" ON FLOOR DECK FOR INSIDE OF STUD
WALL - ALL FLOORS.
7. ON ALL DOOR CLEARNACES PROVIDE 11' OVER
DOOR SIZES OR 4 1/2" TO EACH SIDE OF DOOR
ROUGH OPENING,
OVEN NOTES
1. S'-6' ABOVE FIRST FLOOR - TOP OF MICROWAVE
R.O. 24"x18 3/4"
2. LEAVE 4" SPACE BETWEEN MICRO/OVEN
3. OVEN R.O. 28 1/2"x28 1/4"
4. LARGER R,O, 28 1/2'x51 15/16' FOR OPTIONAL
DOUBLE OVEN,
5. COOK BOOK SHELF R.❑, 4 1/2" ABOVE
OVEN R,❑. - HEIGHT 29'
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18'x3 1/2' 18'
9'-8 1/2' 4'-0 1/4'
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R,0,25'x8 1/4' BATH I 2828-2
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CENTER WINDOW
ON ENTRY DOOR
BELOW
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SECOND FLOOR P Ml
1884 S.F.
SCALE: 1/4' =1'-0"
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WALL EXT, WALL
III III
III III
III III
III III
III III
III III
16'-4 15/16' 9'-4-
2 5'— 8
'-4"25'-8 15/16' I I
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II II
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III III
III III
III 18" KNEE 18" KNEE
III WALL ON TOP WALL ON TOP III
III OF DECKING OF DECKING III
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GENERAL NOTES.-
1.
SECOND FLOOR WALLS TO BE 8'-1 1/8"
TALL EXCEPT WHERE NOTED,
2, WINDOW ROUGH OPENINGS GIVEN ARE FOR
ROCKWELL CASEMENT
WINDOWS AND SHOULD BE VERIFIED BY
SALESMAN BEFORE ORDERING OR FRAMING.
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II II
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III III
III III
III 18" KNEE 18" KNEE
III WALL ON TOP WALL ON TOP III
III OF DECKING OF DECKING III
III III
III III
III III
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GENERAL NOTES.-
1.
SECOND FLOOR WALLS TO BE 8'-1 1/8"
TALL EXCEPT WHERE NOTED,
2, WINDOW ROUGH OPENINGS GIVEN ARE FOR
ROCKWELL CASEMENT
WINDOWS AND SHOULD BE VERIFIED BY
SALESMAN BEFORE ORDERING OR FRAMING.
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FOUNDATION PLANI
SCALE: 1/4" =1'-0'
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FROST FOOTING
BELOW GARAGE
DOOR OPENINGS
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GENERAL NOTES. -
1. BASEMENT WALLS TO BE 9'x8" POURED
IN PLACE CONCRETE WALLS ON 16'x8"
POURED IN PLACE CONCRETE FOOTING,
2, CRAWL/PORCH/GARAGE FOUNDATION
WALLS TO BE EITHER 32'x8" POURED
IN PLACE CONCRETE WALLS OR
C4)COURSES OF 16'x8" CONCRETE
BLOCK ON 16'x8" POURED IN
PLACE CONCRETE FOOTING.
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2'-4"
18'-4"
13'-0'
32'-0"
OPTIONAL
6'-6'
6'-6'
28'-4"
3' -8 -
'-8"VINYL
VIN fLWINDOW
MASONRY R:O,
51'x64" OR
60'y32" SEE
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24' BRICK
12' BRIr'K 1
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24" BRICK
MASONRY R.❑.
LEDGE AROUND
LEDGE AROUND
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LEDGE AROUND
LEDGE AROUND
51"x64" ❑R
BASEMENT
BEAM PUCKET I
11'-8"
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BEAM POCKET
BASEMENT
60"x32" SEE
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BEAM
W10x39xl2'-3"
BEAM
1
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8'x9 7/8" STEEL
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BEAM TOP 8'-8'
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40'-4'
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13'-5 1/2"
13'-5'
13'-5 1/2'
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WlOx39x9'-5'
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17'-1°
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BAR DRAIN_
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TOP
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8'
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4'-0"
6'-4'
4'-0"
3'-4"
7'-8'
3'-4"
2'-4"
13'-4'
14'-4"
13'-0"
22'-8"
43'-0'
65'-8" FOUNDATI❑N
FOUNDATION PLANI
SCALE: 1/4" =1'-0'
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FROST FOOTING
BELOW GARAGE
DOOR OPENINGS
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GENERAL NOTES. -
1. BASEMENT WALLS TO BE 9'x8" POURED
IN PLACE CONCRETE WALLS ON 16'x8"
POURED IN PLACE CONCRETE FOOTING,
2, CRAWL/PORCH/GARAGE FOUNDATION
WALLS TO BE EITHER 32'x8" POURED
IN PLACE CONCRETE WALLS OR
C4)COURSES OF 16'x8" CONCRETE
BLOCK ON 16'x8" POURED IN
PLACE CONCRETE FOOTING.
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FINISHED BASEMENT
SCALE 1/4' =1'-0'
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GENERAL NOTES,
1. BASEMENT WALLS TO BE 9'x8" POURED
IN PLACE CONCRETE WALLS ON 16'x8"
POURED IN PLACE CONCRETE FO❑TING,
2, CRAWL/PORCH/GARAGE FOUNDATION
WALLS TO BE EITHER 32"x8" POURED
IN PLACE CONCRETE WALLS OR
(4)COURSES OF 16'x8' CONCRETE
BLOCK ON 16'x8" POURED IN
PLACE CONCRETE FOOTING,
L PER PLAN _1
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INTERIOR ELEVATION 0
ENTERTAINMENT CENTER BUILT-IN
SCALE: 1/4' =1'-0'
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15 L
FELT
7/16
DECK
2x8
16' 1
1x6
BOAF
1x8
1x2
BOAF
1x8
L.P.
1x8
NEW
3 1/
R V
11 A
R V
BRIC
WIT[
R V
TYV
TOTE
2x8
BAN]
2x4
SILL
2' E
5'—E
OF
IF E
USE:
9'-0
UNB
20'x
FOO
4'0
20"
WALL SECTION #404.1.1(1)
12" BATT INSULATION
R VALUE - 40
2x8 CEILING JOIST
16' ON CENTER
16'x4" SOFFIT VENTS
48' ON CENTER
VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE — 0.37
3/4' T & G DECKING
R VALUE — 0.98
2x8 OR 2x10 FLOOR JOIST
16' ON CENTER
ANCHOR BOLTS
6'-0' ON CENTER
10' POURED CONCRETE
FOUNDATION WALL
1/2' EXPANSI❑N J❑INT
4' MINIMUM CONCRETE SLAB R VALUE — 0.44
VAPOR BARRIER
4' MINIMUM GRANULAR
FILL R VALUE - 0,92
SCALE: 1/2' =1'-0'
SHIN
SPEC
15 L
FELT
7/16
DECk
2x8
16' [
1x6
BOAF
1x8
1x2
BOAF
1x8
L.P.
1x8
NEW
3 1/
R V
V
BRIC
WITF
R V
TYVI
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2x8
BANI
2x4
SILL
2' E
5'—C
❑F
IF E
USE:
9'-0
UNB
GRA\,
16'x'
FO❑1
4'0
WALL SECTION #404.,1.1(4)
12' BATT INSULATI❑N
R VALUE — 40
2x8 CEILING JOIST
16' ON CENTER
16'x4" SOFFIT VENTS
48' ON CENTER
VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE — 0.37
3/4' T & G DECKING
R VALUE — 0.98
2x8 OR 2x10 FLOOR JOIST
16' ON CENTER
ANCHOR BOLTS
6'-0' ON CENTER
#5 HORIZONTAL REINFORCMENT BAR
@ 30' ON CENTER
#5 VERTICAL REINF❑RCMENT BAR
@ 40' ON CENTER
1/2' EXPANSION JOINT
4' MINIMUM CONCRETE SLAB R VALUE — 0.44
VAPOR BARRIER
4' MINIMUM GRANULAR
FILL R VALUE — 0.92
SCALE: 1/2' =1'-0"
SHINGLES AS
SPECIFIED
15 LB, ROOFING
FELT —
7/16' O.S.B. ROOF
SHEATHING
2x8 RAFTERS
16' ON CENTER —
1x6 R.S. FASCIA
BOARD —
3/8" R,S, PLYWOOD
SOFFIT
1x6 R.S. FREEZE
BOARD —
1x8 R.S. PATTERN
L.P, LAP SIDING
3 1/2' BATT INSULATION
R VALUE — 13.0
TOTAL R VALUE _
2x4 TREATED
PLATE
SILL SEALER
TUFF—N—DRY
WATERPROOFING
R VALUE — 3.1
STONE FILL
4' DRAIN TILE
12' BATT INSULATI❑N
R VALUE — 40
2x8 CEILING JOISTS
16' ON CENTER
8'x6' SOFFIT VENTS
48' ON CENTER
2x4 STUDS
16' ON CENTER
r— VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE — 0.37
co
0
0
ATYPICAL WALL SECTION
SCALE: 1/2" =1'-0'
ENERGY
CODE
R—VALUES
1/2'x8' ANCHOR BOLTS
BRICK FACING
= 0.80
1' AIR SPACE
48' ON CENTER
1/2' RIGID INSULATION
= 3.5
3 1/2' BATT INSULATI❑N
(4) COURSE 16'X8°
1/2' GYPSUM WALL BOARD
—
— —
— LINE BLOCK
4' CONCRETE SLAB
4' GRANULAR FILL
iv
3 1/2' FIBERGLASS BATT
INSULATI❑N OR EQUIV.
16'x8' CONCRETE
FOOTING
16'
(2) #5 REINFORCING
BAR
ATYPICAL WALL SECTION
SCALE: 1/2" =1'-0'
ENERGY
CODE
R—VALUES
BRICK FACING
= 0.80
1' AIR SPACE
= 1,33
1/2' RIGID INSULATION
= 3.5
3 1/2' BATT INSULATI❑N
= 13.0
1/2' GYPSUM WALL BOARD
= 0.37
TOTAL
= 19.0
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SHINGLES AS
SPEC'
15 L:
FELT
7/16'
DECK
2x8
16' 1
1x6
BOAR
1x8
1x2
BOAR
1x8
L,P,
1x8
NEW
3 1/
R V
1' A
R V
BRIC
WITh
R V
TYV
TOTE
2x8
BAN]
2x4
SILL
2' E
5'—E
0
IF E
USE.
9'-0
UNB
GRA%
20'x
FOO -
4`0
20'
WALL SECTION #404.1.1(1)
12' BATT INSULATION
R VALUE — 40
2x8 CEILING J❑IST
16' ON CENTER
16'x4' SOFFIT VENT;
48' ON CENTER
VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE — 0.37
3/4' T & G DECKING,
R VALUE — 0.98
2x8 OR 2x10 FLOOR JOIST
16' ON CENTER
ANCHOR BOLTS
6'-0' ON CENTER
10' POURED CONCRETE
FOUNDATION WALL
1/2' EXPANSION JOINT
4' MINIMUM CONCRETE SLAB R VALUE — 0.44
VAPOR BARRIER
4' MINIMUM GRANULAR
FILL R VALUE — 0.92
SCALE! 1/2' =1'-0"
SHINGLES AS
SPECrrrrr
15 L
FEL1
7/16
DECk
2x8
16' 1
lx6
BOAF
1x8
1x2
BOAF
1x8
L.P.
1x8
NEW
3 1/
R V
1" A
R V
BRIC
WITV
R V
TYV
TOTE
2x8
BAN]
2x4
SILL
2' E
5'—E
OF
IF E
USE'.
9'-0
UNBi
CeL'�
16''x:
FOO1
4"0
16'
WALL SECTION #404.1.1(4)
12' BATT INSULATION
R VALUE — 40
2x8 CEILING JOIST
16' ON CENTER
16'x4' SOFFIT VENTS
48" ON CENTER
VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE — 0.37
3/4' T & G DECKING
R VALUE — 0.98
2x8 OR 2x10 FLOOR JOIST
16' ON CENTER
ANCHOR BOLTS
6'-0' ON CENTER
#5 HORIZONTAL REINF❑RCMENT BAR
@ 30' ON CENTER
#5 VERTICAL REINFORCMENT BAR
@ 40' ON CENTER
1/2' EXPANSION JOINT
4' MINIMUM CONCRETE SLAB R VALUE — 0.44
VAPOR BARRIER
4' MINIMUM GRANULAR
FILL R VALUE — 0.92
SCALE: 1/2' =1'-0'
ENERGY
CODS
R—VALUES
BRICK FACING
= 0.80
I' AIR SPACE
= 1.33
1/2' RIGID INSULATION
= 3.5
3 1/2' BATT INSULATION
= 13.0
1/2' GYPSUM WALL BOARD
= 0.37
TOTAL
= 19.0
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