HomeMy WebLinkAbout03100016.7SHINGLES AS
SPEC'r'r"
15 L:
FELT
7/16'
DECK
2x8
16' 1
1x2
B❑AF
NEW
3 1/
R V
M
BRIC
WIT[
R V
TYV
TOTE
2x8
BAN]
2x4
SILL
2' E
5'-E
OF
IF E
USE.
9'-0
UNB
GRA%
20'x
FOO -
4'0
20'
WALL_ SECTION_ #404.1.1(1)
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
10' POURED CONCRETE
FOUNDATI❑N 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
SPErrc-Tr- n
15 L
FEL
7/1E
DEC
2x8
16'
1x6
BOAT
1x8
1x2
BOA
1x8
L.P,
9
BRSI
WIT
R \
TY\
TOT
2xE
BAN
2x4
SIL
2'
5'-:
OF
IF
USE
91 -
UNI
GRA.
16'
F❑9
4'
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
✓AP❑R BARRIER
4' MINIMUM GRANULAR
TI I R \/AI IIF - f19p
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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