HomeMy WebLinkAboutB09-0102 PlansLINE OF HOOD BEYOND
REMOVE AND RELOCATE
JUNCTION BOX
REMOVE AND RELOCATE
EXI5TIN6 CONTROL BOX
NEW GARAGE DOOR GUIDE
EXI5TiNG VENT TO REMAIN
EXISTING CONTROL BOX TO
REMAIN. V.I.F.
3 7116" 16' -0 3 7116"
PROP05ED GARAGE DOOR
16' -7 " (V.I.F)
EXI5TIN6 GARAGE DOOR OPENING
i
" M RA
4 WA ;q4;wAz F Q
SCALE: 1/4" = 1' -0"
NEW DOWNLIGHT, 3 EOUA
DAVIN01 SHAKE 5HIN&LE
AUTUMN BLEND AND 5NOE^
RETENTION PER MANUF
RECOMMENDATION
ICE AND WATER SHEILI;
2X6 T46 DECKING
20 OZ, COPPER FLA5HING-
4" COPPER 6UTTER
2X10 FA50IA
2X8 BLOCKiNC-
5XI2 TIMBER
EXI5TIN6 5TONE TO REMAIN
— NEW ROOF
— NEW BEAM
— NEW 6ARA6E DOOR
— NEW CORBEL
— EXI5TIN6 VENT TO REMAIN
—DOWN SPOUT WITH HEATAPE
TO DAYLI&HT.
GARAGE OPENING
EXI5TIN6 CONTROL BOX
TO REMAIN
a
h
o' -o"
T.C. CONC. - 6ARA6E
GARAGE 5TRUCTURE
X15TING CONCRETE
5ARA6E WALL
VIEW WOOD TRIM
e
h
y" -2 11
GARAGE OPENING
=-W METAL GUIDE PER
OOR MANUF.
EXI5TIN6 STONE BEYOND
EXI5TIN6 GARAGE SLAB
PA
I'M
t
4X8 LEDGER WITH
5/8 "(P x 10 " LAG
EACH RAFTER
I - 3/4 "0 X 15" LAG
COUNTERSINK 3'
2X6 T46 DECKING
2X10 FA50I,
2X8 BLOCKING-
5XI2 TIMBER
LET -IN I"
2 -3/4 "4) LAGS 6" PENETRATION
INTO TOP CHORD
8X12 TIMBER
3 - 3/4 "4> x 15" LAG5
WITH I 1 /2 "N WA5HER5
4" MIN BETWEEN LA65
3 - 3/4 "0 x 15" LAG5
WITH I 1 /2 "N WA5HER5
4" MIN BETWEEN LA65
Sr-,ALE: 1 " _ 1 ' -0 "
i►r uu.
BUILDING CODE:
MECHANICAL CODE:
PLUMB I N6 CODE:
ELECTRICAL CODE:
CON5TRUCTiON TYPE:
2003 IBC
2003 I MC
2003 [PC
2008 NEC
TYPE 2A
TABLE 601 NOTE 0-2
OWNER:
NORTHWOOD CONDOMINIUM A550CIATION
GENERAL MANAGER: JIM AKIN
STREET ADDRE55:
600 'VAIL VALLEY DRIVE
VAIL, COLORADO 81657
ARCHITECT:
FRITZLEN PIERCE ARCHITECT5
1650 FALLRID6E ROAD, 5TE 0-1
VAIL, COLORADO 81657
P: 170.476.6342
F: 170.476.4101
CONTRACTOR:
NEDBO CON5TRUCTION
PO BOX 3411
VAIL, COLORADO 81657
P: 170.845.1001
F: 170.845.1171
STRUCTURAL ENGINEER:
TIM BOYLE
1650 FALLRID&E ROAD, 5TE 0-2
VAIL, COLORADO 81657
P: x70.476.2170
F. 170.476.4383
This structure has been designed to meet the requirements of the 2003
nternational Building Code with amendments as adopted by the Town of Vail.
All omissions or conflicts between various elements of the working drawings
and /or specifications shall be brought to the attention of the 5tructural Engineer
before proceeding with any work so Involved. The General Contractor shall verify
all dimensions and conditions at the job site and shall be responsible for the
means, methods, techniques, sequences and procedures associated with this
project. Furthermore, he shall be responsible for coordination of all work and
materials including those furnished by subcontractors. The 5tructural Engineer
shall be contacted during the construction phase to make the Job site inspections
necessary to confirm that the actual field conditions are consistenet with the
design assumptions and that the construction is proceeding according to the
plans and specifications.
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4X8 LEDGER WITH
5/8 "(P x 10 " LAG
EACH RAFTER
I - 3/4 "0 X 15" LAG
COUNTERSINK 3'
2X6 T46 DECKING
2X10 FA50I,
2X8 BLOCKING-
5XI2 TIMBER
LET -IN I"
2 -3/4 "4) LAGS 6" PENETRATION
INTO TOP CHORD
8X12 TIMBER
3 - 3/4 "4> x 15" LAG5
WITH I 1 /2 "N WA5HER5
4" MIN BETWEEN LA65
3 - 3/4 "0 x 15" LAG5
WITH I 1 /2 "N WA5HER5
4" MIN BETWEEN LA65
Sr-,ALE: 1 " _ 1 ' -0 "
i►r uu.
BUILDING CODE:
MECHANICAL CODE:
PLUMB I N6 CODE:
ELECTRICAL CODE:
CON5TRUCTiON TYPE:
2003 IBC
2003 I MC
2003 [PC
2008 NEC
TYPE 2A
TABLE 601 NOTE 0-2
OWNER:
NORTHWOOD CONDOMINIUM A550CIATION
GENERAL MANAGER: JIM AKIN
STREET ADDRE55:
600 'VAIL VALLEY DRIVE
VAIL, COLORADO 81657
ARCHITECT:
FRITZLEN PIERCE ARCHITECT5
1650 FALLRID6E ROAD, 5TE 0-1
VAIL, COLORADO 81657
P: 170.476.6342
F: 170.476.4101
CONTRACTOR:
NEDBO CON5TRUCTION
PO BOX 3411
VAIL, COLORADO 81657
P: 170.845.1001
F: 170.845.1171
STRUCTURAL ENGINEER:
TIM BOYLE
1650 FALLRID&E ROAD, 5TE 0-2
VAIL, COLORADO 81657
P: x70.476.2170
F. 170.476.4383
This structure has been designed to meet the requirements of the 2003
nternational Building Code with amendments as adopted by the Town of Vail.
All omissions or conflicts between various elements of the working drawings
and /or specifications shall be brought to the attention of the 5tructural Engineer
before proceeding with any work so Involved. The General Contractor shall verify
all dimensions and conditions at the job site and shall be responsible for the
means, methods, techniques, sequences and procedures associated with this
project. Furthermore, he shall be responsible for coordination of all work and
materials including those furnished by subcontractors. The 5tructural Engineer
shall be contacted during the construction phase to make the Job site inspections
necessary to confirm that the actual field conditions are consistenet with the
design assumptions and that the construction is proceeding according to the
plans and specifications.
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ARCHITECTS c"1
1650 E. Vail Valley Dr. Failridge C -1
Vail, CO 81657 vai larch itects.com
fax (970) 476 -4901 (970) 476 -6342
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1650 E. Vail Valley Dr. Failridge C -1
Vail, CO 81657 vai larch itects.com
fax (970) 476 -4901 (970) 476 -6342
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SITE PLAN
SCALE: N.T.S.
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SCALE 1/4" = 1'-0"
ISSUE RECORD
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05.0
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PERMIT COMMENTS
A I T E C T S
1650 E. Vail Valley Dr. Fallridge C-1
Vail, CO 81657 vai larch itects. com
fax(970) 476-4901 (970) 476-6342
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1650 E. Vail Valley Dr. Fallridge C-1
Vail, CO 81657 vai larch itects. com
fax(970) 476-4901 (970) 476-6342
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