HomeMy WebLinkAboutP_Elevations21(0,
185
1�03
181
CONC
159
15-1
155
153
151
149
14-1
145
ELEVATION NOTES:
143
VERIFY SHEAR WALL NAILING d HOLDOWNS PER PLAN
141
PRIOR TO INSTALLING SIDING.
MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE
CONSTRUCTED PER LR.C. CHAPTER 10
139
CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS.
PROVIDE APPROVED CORROSION RESISTANT FLASHING
13-1
AT EXTERIOR WALL ENVELOPE PER I.R.C. R-103.4
PROVIDE FLASHING AT ROOF PENETRATIONS
PER I.R.G. R903.2 4 R903.2.1
135
PROVIDE WEATHER STRIPPING AT ALL EXTERIOR
8 GARAGE -INTERIOR DOORS.
PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS 9 ALL EAVES, TYP.
ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY
VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2" STROKE
WIDTH AND CONTRASTING BACKGROUND,
PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R3031 d 303.8
SEE SHEET Al FOR ADDITIONAL NOTES.
PROVIDE SURFACE DRAINAGE 6" : 10' MIN. AWAY
FROM HOUSE FOOTPRINT IRC R401.3
NOTE:
REFER TO STRUCTURAL SHEETS FOR SHEAR WALL
SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN
REFERENCES AND/OR INSTRUCTIONS PERTAINING
TO EACH SHEAR WALL INDICATED IN THIS PLAN
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
CONDITIONS OF PROJECT AND REPORT ANY
OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR
TO COMMENCING WORK. DESIGNER SHALL NOT BE
RESPONSIBLE FOR DISCREPANT CONDITIONS
RESULTING FROM UNAUTHORIZED WORK PERFORMED
BY THE CONTRACTOR.
9
AR "WEST''
SCALE: 1/4" = 1'-0"
PL. 9 UPPER FLOOF
HARDIE PAI
TYPICAL
UPPER FLOOR
PL. e MAIN FLOOR
MAIN FLOOR
PL. ,@ LOWER FLOG
VATION
TOTAL AREA: 532
UNDERGROUND AREA: 250
TOTAL: 280/532 = 52.63%
LOWER FLOOR
LEFT "NORTH" ELEVATION
ONE VENEER
N CALL:
2
4REA: 251
: 71.40% n
0
U
IL a) °o
cos
0 m s
0� Q@
z�
O�
z w
N
W^ N
"�
� u
po'
/
�04
z
w
�LU
LUz
z
z
�LIJ
uzi z
Y
.. z
..
LU
m�
z
NLU
>
Lu
as
0 �
O
di
N T Lii
n Q
o
:z
}
(I wooLu
Project # : mmillb,
S17156
Shoot