HomeMy WebLinkAboutP_ElevationsSTfREET FACING FACADE CALCULAT f
STREET FACADE: 1253
DOORS AND WINDOWS: 350
TOTAL: 350/1253 = 21.93%
ELEVATION NCTS:
VERIFY SHEAR WALL NAILING d HOLDOWNS PER PLAN
PRIOR TO INSTALLING SIDING.
MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE
CONSTRUCTED PER LR.C. CHAPTER 10
CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS.
PROVIDE APPROVED CORROSION RESISTANT FLASHING
AT EXTERIOR WALL ENVELOPE PER I.R.C. R-103.4
PROVIDE FLASHING AT ROOF PENETRATIONS
PER I.R.G. R903.2 4 R9O3.2.1
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.
5,451INT lNOUN CAL C
TOTAL AREA: 569
UNDERGROUND AREA: 32ro
TOTAL: 251/332 = 51.2 B%
C01
HARDIE PAI
TYPICAL
FRONT "BAST" ELEVATION
SCALE: 1/4" = 1'-0"
167
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163
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159
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FACING FACADE CALCULATION.'
m
z
STREET FACADE: 1081
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a
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DOORS AND WINDOWS: 415
TOTAL: 415/108-1di
=3 T
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LOWER FLOOR
Project # : E=Rr,&,
S17156
Shoot
IGHT 116OU7N" ELEVATION
SCALE: 1/4" = 1'-0"
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