HomeMy WebLinkAbout08030101.1Q
I
c0
i
Q
12
8�
■
FRONT ELEVATION
SCALE 1/4" s I'-0"
REAR ELEVATION
W-g-M 1/4" - I' -0"
11
f�
Q
S�cc
AWAI
NM
PAR'
6" GUTTER BOARD
Cps CROUM
IXil FRIEZE
2X4 ON DC4 CAP
GROWN HEAD PC
4' SIDE TRIM
4" BOTTOM TRIM
IX4 TRIM ON SMOOTH PANEL - — - -
T
Q>!
PANELED COLUMN
6' RAIL POST
WOOD RAIL
WOOD DECK
LATTICE
7
b" GUTTER BOARD
8" FRIEZE MD.
b" TRIM BOARDS -
10" BAND BOARD'
=J M Lam' MIMI
REAR ELEVATION "COMPLETE''
SCALE= 1/4'- I' -0"
ROOF FRAMING PER IRC 2003 4
INDIANA STATE AMENDMENTS,
SECTION 802, PURLIN BRACING
PER SECTION 802.5,1 4 FIGURE 802,5.1
ROOF TRUSS SYSTEM PER IRC 2003
4 INDIANA AMENDMENTS SECTION 502.11
NOTE:
VENTILATE ROOF TO I /30OT14 OF
INSULATED OILING AREA
TYPICAL TRUSS ROOF:
SHINGLES AS SPECIFIED
1/I6" ROOFING SHEATHING w/ 'H' CLIPS
2x8 BLOCKING AT PEAK
PRE- ENGNEERED TRUSSES a 24" o,o,
2x4 TRUSS BRACING
R40 BATT INSULATION 4 6 roll POLY Y.B.
5/8" CEILING BOARD TAPED 4 SANDED
TYPICAL 2X4 SIDING EXTERIOR
FIBER CEMENT SMOOTH SIDING
1/16 " WALL SHEATHING
2x4 STUDS • 16" o,c.
R13 BATT INSULATION
6 MIL POLY :'.8.
1/2" DRYWALL
TAPED AND SANDED
U� ISING d
lil dl
t4o 1 e5�
LL
TYPICAL SILL ASSEMBLY: \
V2" DIA, X 18" ANCHOR BOLT • 48" o,c.
12' MIN. FROM EA. CORNER
2x4 PRESSURE TREATED SILL PLATE
114" 6LL GASKET ALL PER IRC 2003
4 INDIANA AMENDMENTS SEC 403.1.6
2' RIGID FOAM TO BE USED PER IRC 2003 W/ STATE
AMENDMENTS
8" CONCRETE BLOCK OR
POURED CONCRETE WALL
AND STEEL REBAR AS REQ'D
PER IRC 2003 SEC 4OLI.1 4
INDIANA STATE AMENDMENTS
4" MIN. PEA FI! L OVER
6 MIL POLY VAPOR BARRIER
VENTILATION AS REQUIRED
TYPICAL SECTION
SCALE: 1/2" = I' -0"
ilk
1. Exterior Colors and materials,
�a
2. Landscaping plan (must be
submitted 60 days after
construction start.)
C�
N
�p
l � �
GRADE O Q
IV
�E
Z
� � M
C4
16" WIDE x 8" DEEP
CONCRETE FOOTING e/w
2 - RUNS 45 REBAR,
PER IRC 2003 4 INDIANA
AMENDMENTS SEC 403
We 3$
� ,/
01! 0
DATE: 02 -22-08
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
02 -22 -08: FINAL PLANS
03-06 -08: REVISIONS PER A.R.B.
JU
3 LLpp
J
Qf E9 -"
C
o
-
Q
qj
mq �m�►
0
00
00
_
• ry 41
V
T 0
Qm m
•
S 3 Q) T
}
m V
Q
N 0 0 4 Q�
=
V D V a c
D
Opt m 4 0
m
n
$ Ln s 0
°u
m m o�
mom��m
.�...1
WIT
00
M
"C
_
ocs
E6 C3
�QU
2:X
00
I
M
I.j
01! 0
DATE: 02 -22-08
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
02 -22 -08: FINAL PLANS
03-06 -08: REVISIONS PER A.R.B.
UI
I
00
00
_
• ry 41
�
_
01! 0
SWEET
1
DATE: 02 -22-08
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
02 -22 -08: FINAL PLANS
03-06 -08: REVISIONS PER A.R.B.
SWEET
1