HomeMy WebLinkAbout03080005.6SHIN(
SPEC
15 LI
FELT
7/16'
DECK
2x8
16' E
1x6 I
BOAR
Ix8 1
1x2 1
BOAR
1x8
L.P.
1x8
NEW
3 1/
R Vo
V Ai
R Vo
BRIC
WITF
R V
TYVI
TOTE
2x8
BANI
2x4
SILL
2' E
5'-E
OF
IF £
USE.
9'-0
UNB
GRA\
20'x
FOO'
4'0
WALL SECTION #404. 1.1(1)
[2' BATT INSULATION
2 VALUE — 40
?x8 CEILING J❑IST
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' 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'
SHINC
SPEC
15 LI
FELT
7/16'
DECK
2x8
16' C
1x6 I
BOAR
1x8 1
1x2 1
BOAR
1x8 1
L.P.
1x8
NEW
3 1/
R VF
1' A]
R VE
BRIC
WITF
R Vo
TYVI
TOT(
2x8
BANI
2x4
SILL
2' E
5'-E
OF
IF £
USE
UNB
GRA\
16'x
FOO'
4'0
16-
WALL SECTION #404.1.1(4)
[2' BATT INSULATION
R VALUE - 40
?x8 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 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'
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 INSULATION
R VALUE - 40
2x8 CEILING JOISTS
16' ON CENTER
8'x6' SOFFIT VENTS
\48' ON CENTER
r
2x4 STUDS
16' ON CENTER
/--VAPOR BARRIER
1/2' GYPSUM WALL
BOARD
R VALUE - 0.37
00
0
0
rTYPICAL 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 INSULATION = 13.0
1/2' GYPSUM WALL BOARD = 0.37
TOTAL = 19.0
a
C7
W
H
E-
04 a
W
I~
to
0
[� co
0
co o
co 02
C\2 1
F
0 1
1/2'x8' ANCHOR BOLTS
48' ON CENTER
(4) COURSE 16'X8'
— —
— LINE BLOCK
�4" CONCRETE SLAB
a
4 GRANULAR FILL
N
µ
M
3 1/2' FIBERGLASS BATT
INSULATI❑N OR EQUIV.
16'x8' CONCRETE
00
FOOTING
16
(2) #5 REINFORCING
BAR
rTYPICAL 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 INSULATION = 13.0
1/2' GYPSUM WALL BOARD = 0.37
TOTAL = 19.0
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C7
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H
E-
04 a
W
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to
0
[� co
0
co o
co 02
C\2 1
F
0 1