HomeMy WebLinkAbout04100096 Building plansSHINGLES AS
SPECIFIED
1x6 R.S. FASCIA
BOARD
1x4 R.S, FRIEZE
BOARD
lx8 R,S, PATTERN
HARDI-PLANK SIDING
1x4 R,S, CORNER
BOARD
BRICK SOLDIER
COURSE
DOUBLE BRICK
ROWLOCK COURSE
(4) ROOF VENTS
AS REQUIRED
SHINGLES AS
SPECIFIED
1x6 R,S, FASCIA
BOARD
1x4 R.S, FRIEZE
BOARD
lx4 R.S, CORNER
BOARD
1x8 R,S, PATTERN
HARDI-PLANK SIDING
1x8 R.S, BAND
BOARD
BRICK SOLDIER
COURSE
I I I I i I I
1 1 1 I
I I I I I I I
I I I 1 I I I
I I I I I I I
��=---------------------------------------------------------SSSS-� -__SSSS__-_-__--_
LFRONTELEVATIOSCALE:1/8' =1'-O'
I I I i
I I I I
--------------------
L -----SSS-- --------------
S--
T---------------------------------
I I I I I i
I I I I I I
I I I I I I
-O----------------------------------------------- I---------------I--------------�
LEFT SIDE ELEVATION
SCALE: 1/8' =1'-0'
(4) ROOF VENTS
AS REQUIRED
SHINGLES AS
SPECIFIED
1x6 R,S, FASCIA
BOARD
1x4 R.S. FRIEZE
BOARD
BRICK SOLDIER
COURSE
(2) ROOF VENTS
AS REQUIRED
SHINGLES AS
SPECIFIED
1x6 R,S, FASCIA
BOARD
lx4 R,S. FRIEZE
BOARD
BRICK SOLDIER
COURSE
I I I I i I I
I I I i I I I
I 1 I I I I I
I i I I I I i
I I I 1 I 1 1
I I I I I I I
I I I I I I I
--------------------- __________
�-----1�-- ------------SSSS---------SSSS-- SSSS—____-______❑�-- SSSS-- � —SSSS-� --- —__ TLS
REAR ELEVATION] «..F,,8 =1' -O'
I I I I I
I I
------------ - SSSS SSSS--
i i
1 I I 1 I
--------SSSS----------------SSSS-7 I I I I
1 I I I I
I I I I I
I I I I i
---------------� -- _---_-----
---------------------------------------E--------------_ ------------------
-----I----------_SSSS_---_L=J
--------------------------------SSSS--
RIGHT SIDE ELEVATION
ROOF FRAMING PLAN -
SCALE: 1/16'=1'-0"
SCALE: 1/8' =1'-0°
.W
O A
I
0
I
I
0
GENERAL NOTES:
1. SECOND FLOOR WALLS ARE TO BE
9'-1 1/8' TALL EXCEPT WHERE
NOTED.
2. WINDOW ROUGH OPENINGS GIVEN ARE FOR
ROCKWELL CLAD DOUBLEHUNG
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 3/8:" 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. 5'-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.❑, 28 1/2'x51 15/16' FOR OPTIONAL
DOUBLE OVEN,
5. COOK BOOK SHELF R,O, 4 1/2' ABOVE
OVEN R.O. - HEIGHT 29'
0I
0
I
I
I
W
- M
o
N
o
O
r,
OD
of
U7
�.
\0
H
O
z
O
�•
oaw
x
p J X
J
W
W
J L W
Q
(n
H
Q
Q
ZA
I—
J
I
L
Q
�
W
Z
W
0I
0
I
I
I
---------------------------------
---------------------------------------
I
I
I
I
— — — — — — — — — — — — -�
I
I
� -
I
�
I
i
�
I
I
I
I
I
I
I
(
I
I
I
i
I
�
— — — -�
I
I
I
I
I
— — — — — —
I
I
I
�
I
I
— — —
GENERAL NOTES:
L SECOND FLOOR WALLS ARE TO BE
8'-i 1/8" TALL EXCEPT WHERE
NOTED.
2. WINDOW ROUGH OPENINGS GIVEN ARE FOR
ROCKWELL CLAD D❑UBLEHUNG
WINDOWS AND SHOULD BE VERIFIED BY
SALESMAN BEFORE ORDERING OR FRAMING,
z
W
0
a
w
A
z
Q
W
V 1
I
0
Z'
I
GENERAL NOTES:
I. BASEMENT WALLS TO BE 9'x8" POURED
IN PLACE CONCRETE WALLS ON 16'x8"
POURED IN PLACE CONCRETE FOOTING,
1, 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 FO❑TING,
I
a
0
m
m
9
nn/ n// Cf'll IA 1n A TTrlAI
GENERAL NOTES0
:
1. BASEMENT WALLS TO BE 9'x8" POURED
IN PLACE CONCRETE WALLS ON 16'x8"
POURED IN PLACE CONCRETE FO❑TING.
1. 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.
z
z
0
0-4A
z
o�
I
SHINGLES AS
SPECT
15 LE
FELT
7/16'
DECK:
2x8 1
16' E
1x6 F
BOAR
1x2 I
BOAR
1x8
L.P.
1x8
NEW
3 1/
R V'
1" A:
R V
BRIC
WITF
R V
TYV
TOTE
2x8
BAN]
2x4
SILL
3/lE
33'
2' E
5'-E
OF
IF f
USE
9'-C
UNB
GRA\
20"x
FOO'
4'0
WALL SECTION #404.1,.l_(l)
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
F❑UNDATI❑N WALL
112' EXPANSION JOINT
4" MINIMUM CONCRETE SLAB R VALUE - 0.44
VAPOR BARRIER
4' MINIMUM GRANULAR
FILL R VALUE - 0.92
SCALE: 112' =1'-0'
SHINGLES AS
SPEC -1—
15 L
FELT
7/16
DECK
2x8
16' 1
1x6
BOAR
1x8
1x2
B❑AF
1x8
L.P.
1x8
NEW
3 1/
R V.
1" A
R V
BRIC
WITF
R V
TYV
TOTS
2x8
BAN:
2x4
SILL
3116
33*
2' E
5'-E
OF
IF E
USE
9'-C
UNB
GRA\
16'x
FOO"
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: 112' =1'-0'
C.0
I
w
fs,
I
W
Q
U)
z
I
II
il
r
f`