HomeMy WebLinkAboutFile Documents.614 North St.0248.2017 (115).ARBKEXISTING CONIFEROUS TREE
TO BE REMOVED
EXISTING DECIDUOUS TREE
TO BE REMOVED
EXISTING CONIFEROUS
TREE TO REMAIN
EXISTING DECIDUOUS
TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
ASPHALT/PAVEMENT
DRIVEWAY
EXTERIOR DECK
IMPERVIOUS PAVERS
EXISTING DRIVEWAY
TO BE REMOVED
GRAVELEXISTING BUSHES TO BE
REMOVED
CABLE
ELECTRIC LINE
TELEPHONE LINE
SEWER LINE
PERVIOUS PAVERS
TOPOGRAPHY LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
EXISTING 5' CONTOUR
10'-0"
5'-
0
"
5'-
0
"
5'-0"
10'-0"
T.O. PAVER99'-6"
T.O. PLY100'-0"
40
3
22
22
78
9
1
7891
7890
7890
789
2
EXISTING DRIVEWAY TO
REMAIN
WE
S
T
N
O
R
T
H
S
T
R
E
E
T
EXISTING PORCH TO BEREMOVED
789
1
FRON
T
Y
A
R
D
SETB
A
C
K
SID
E
Y
A
R
D
SE
T
B
A
C
K
AL
L
E
Y
A/C
SID
E
Y
A
R
D
SE
T
B
A
C
K
REAR Y
A
R
D
SETBAC
K
7890
E
G
LEGAL ADDRESS: 614 W NORTH ST
ZONE DISTRICT : R-6
LOT SIZE: 4,050 SQFT
PROJECT 100'-0" = 7891'-9"
624 W NORTH STREET
LOT 13
610 W NORTH STREET
LOT 16
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LINE
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
REAR Y
A
R
D
SETBAC
K
EXISTING FOOTPRINT TO REMAIN
COVERED PORCH
RESIDENCE IS ACCESSED
FROM PRIVATE ALLEY
A/C A/C
35'
35'
19'
21'
14'
6'6'6'
6'9'9'
12"
C
M
P
EXISTING LIGHT WELLEXISTING LIGHT WELL
EXISTING LIGHT WELL
EXISTING PATIO
TO BE REMOVED
EXISTING FENCE
EXISTING FENCE
MAILBOX
WOOD RETAINING WALL
EXISTING SIDEWALK TO BE REMOVED
EXISTING TRENCH DRAIN
WOOD RETAINING WALLWOOD RETAINING WALL
ELECTRICTRANSFORMER
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'12'SCALE: 3/16" = 1'-0"
EXISTING SITE PLAN
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
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73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-003X
EXISTING SITE PLAN
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
EXISTING CONIFEROUS TREE
TO BE REMOVED
EXISTING DECIDUOUS TREE
TO BE REMOVED
EXISTING CONIFEROUS
TREE TO REMAIN
EXISTING DECIDUOUS
TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
ASPHALT/PAVEMENT
DRIVEWAY
EXTERIOR DECK
IMPERVIOUS PAVERS
EXISTING DRIVEWAY
TO BE REMOVED
GRAVELEXISTING BUSHES TO BE
REMOVED
CABLE
ELECTRIC LINE
TELEPHONE LINE
SEWER LINE
PERVIOUS PAVERS
10'-0"
5'-
0
"
5'-
0
"
5'-0"
35
'
-
8
1/
4
"
7'-97/8"
10'-0"
T.O. PAVER99'-6"
T.O. PAVER99'-10"
T.O. PLY100'-0"
54.7731°
20.3799°
29.1112°
75.7966°
40
27
28
9
29
27
28
9
29
27
28
9
29
4
3
13
13
57
53
53
78
9
1
7891
7890
7890
789
2
EXISTING DRIVEWAY TO
REMAIN
WE
S
T
N
O
R
T
H
S
T
R
E
E
T
789
1
FRON
T
Y
A
R
D
SETB
A
C
K
SID
E
Y
A
R
D
SE
T
B
A
C
K
AL
L
E
Y
SID
E
Y
A
R
D
SE
T
B
A
C
K
REAR Y
A
R
D
SETBAC
K
7890
LEGAL ADDRESS: 614 W NORTH ST
ZONE DISTRICT : R-6
LOT SIZE: 4,050 SQFT
PROJECT 100'-0" = 7891'-9"
624 W NORTH STREET
LOT 13
610 W NORTH STREET
LOT 16
28'-13/4"
18'
-
1
1
1/4"
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LINE
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
REAR Y
A
R
D
SETBAC
K
PATIO <6" OF GRADE
RESIDENCE IS ACCESSED
FROM PRIVATE ALLEY
A/C A/C
TRASH35'
35'
19'
21'
14'
6'6'6'
6'9'9'
12"
C
M
P
MAILBOX
ELECTRICTRANSFORMER
TOPOGRAPHY LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
EXISTING 5' CONTOUR
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
N04'8'12'SCALE: 3/16" = 1'-0"
PROPOSED SITE PLAN
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-003
PROPOSED SITE PLAN
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
63'-11/2"
4'-2"10'-1"18'-10"26'-7"3'-51/2"
36
'
-
8
1/
4
"
3'
-
3
"
10
'
-
6
1/
4
"
5'
-
7
"
8'
-
0
1/
2
"
6'
-
4
1/
2
"
2'
-
1
1
"
63'-11/2"
4'-2"1'-93/4"15'-2"4'-83/4"14'-8"6'-61/2"12'-7"3'-51/2"
36
'
-
8
1/
4
"
2'
-
1
1
"
T.O. CONC.91'-0"T.O. CONC.91'-0"
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
16
'
-
3
5/
8
"
11
'
-
1
0
5/8
"
5'
-
6
7/8
"
MEDIA
002
MECH
006
LAUNDRY
004
BEDROOM
005
BEDROOM
001
BATH
003
CRAWL
007
CRAWL
008
B B
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING LOWER LEVEL
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-101X
EXISTING LOWER LEVEL
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
F
RG
DW
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
B B
59'-8"
4'-2"10'-1"18'-10"4'-1"22'-6"
35
'
-
5
1/
4
"
2'
-
0
"
10
'
-
6
1/
4
"
20
'
-
0
"
2'
-
4
1/2
"
61/
2
"
59'-8"
4'-2"16'-71/4"5'-53/4"20'-10"12'-7"
33
'
-
5
1/
4
"
16
'
-
1
0
"
10'-0
"
5'-
0
"
T.O. PLY100'-0"
T.O. CONC.99'-11 1/2"
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
EXISTING
DRIVEWAY
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
2'-
4
5/
8
"
11
'
-
1
0
5/8
"
2'
-
3
7/8
"
DINING
104
LIVING ROOM
108
PWDR
103
ENTRY
102
FAMILY ROOM
107
KITCHEN
105
GARAGE
106
ENTRY PORCH
101
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING MAIN LEVEL
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-102X
EXISTING MAIN LEVEL
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
B B
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
52'-41/2"
33
'
-
5
1/
4
"
52'-41/2"
33
'
-
5
1/
4
"
4'-2"10'-1"18'-10"4'-1"15'-21/2"
10
'
-
6
1/
4
"
20
'
-
0
"
1'
-
1
0
1/2
"
1'
-
0
1/
2
"
4'-2"42'-11"5'-31/2"
16
'
-
1
0
"
T.O. PLY108'-6"
T.O. PLY109'-6"T.O. PLY109'-6"
T.O. PLY109'-6"
T.O. PLY108'-6"
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
2'-
4
5/
8
"
11
'
-
1
0
5/8
"
2'
-
3
7/8
"
MASTER BEDROOM
202
BATH
206
MASTER CLO
201
OFFICE
204
MASTER BATH
205
BEDROOM
207
BEDROOM
208
ROOF DECK
203
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING UPPER LEVEL
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-103X
EXISTING UPPER LEVEL
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
2
2
3
3
4
4
5
5
6
6
E E
D D
C C
A A
B B
4
Z-203X
1
Z-201X
2
Z-202X
3
Z-201X
35
'
-
8
1/
4
"
18
'
-
1
0
1/
4
"
16
'
-
1
0
"
57'-9"
45'-2"5'-31/2"7'-31/2"
35
'
-
8
1/
4
"
10
'
-
6
1/4
"
22
'
-
3
"
2'
-
1
1
"
57'-9"
10'-7"20'-7"19'-31/2"7'-31/2"
ROOF DECK
BELOW
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
12:12
12:12 12:12
12:12 12:12
6:12
6:12
6:12
4:12
12:12
12:12
12:12
12:12
12:12
12:12
12:12
12:12
EXISTING CHIMNEY
TO BE REMOVED
2323
23
23
ALL EXISTING SHINGLES TO BE
REPLACED. EXISTING FRAMING;
SHEATHING TO REMAIN. VERIFY
ALL EXISTING ROOF HEIGHTS IN
FIELD.
12:12
12:12 12:12
6:12
6:12
ALL EXISTING SHINGLES TO BE
REPLACED. EXISTING FRAMING;
SHEATHING TO REMAIN. VERIFY
ALL EXISTING ROOF HEIGHTS IN
FIELD.
12:12
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW ROOF
ROOF DEMO LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
EXISTING ROOF PLAN
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-104X
EXISTING ROOF PLAN
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
E D C B A
9'
-
0
"
8'-
6
"
1'
-
0
"
12
'
-
7
9/
3
2
"
2'
-
7
9/1
6
"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
124'-8 1/2"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
SE
T
B
A
C
K
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
2'-
3
3/8
"
T.O. EXISTING RIDGE
122'-1 9/32"
A B C D E
9'
-
0
"
8'-
6
"
1'
-
0
"
12
'
-
7
9/
3
2
"
2'
-
7
9/1
6
"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
124'-8 1/2"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
2'-
3
3/8
"
T.O. EXISTING RIDGE
122'-1 9/32"
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"1 EXISTING SOUTH ELEVATION
0 2'4'8'SCALE: 1/4" = 1'-0"3 EXISTING NORTH ELEVATION
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-201X
HEIGHTS
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
6 5 4 2
9'
-
0
"
8'-
6
"
1'
-
0
"
12
'
-
7
9/
3
2
"
2'
-
7
9/1
6
"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
124'-8 1/2"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
2'-
3
3/8
"
T.O. EXISTING RIDGE
122'-1 9/32"
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"2 EXISTING WEST ELEVATION
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-202X
HEIGHTS
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
2 3 4 5 6
9'
-
0
"
8'-
6
"
1'
-
0
"
12
'
-
7
9/
3
2
"
2'
-
7
9/1
6
"
EXISTING GRADE
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
124'-8 1/2"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
2'-
3
3/8
"
T.O. EXISTING RIDGE
122'-1 9/32"
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"4 EXISTING EAST ELEVATION
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-203X
HEIGHTS
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
001
002
00
3
00
4
007
B
007
A
A
010A
009
A001
A
008
A
005
A
004
A
003
A
002A
001
A
W CD
55'-6"
5'-01/8"37'-107/8"12'-7"3'-8"
8"8"3'-0"8"11'-61/4"31/2"5'-11/4"31/2"20'-03/8"8"11'-11"8"3'-0"8"
8"
9'-
1
0
1/
4
"
8"
4'
-
1
1
"
8"
7'-
7
"
8"
4'
-
1
0
"
8"
2'
-
3
"
8"
55'-6"
12'-21/8"16'-87/8"26'-7"
8"
3'
-
0
"
8"
10
'
-
9
3/4
"
31/
2
"
5'
-
2
1/2
"
31/
2
"
15
'
-
6
"
8"
3'
-
0
"
8"
8"10'-101/8"8"
31/2"
15'-45/8"8"25'-11"8"
40
'
-
9
1/
4
"
3'
-
8
"
33
'
-
5
1/4
"
3'
-
8
"
33
'
-
5
1/
4
"
10
'
-
6
1/
4
"
5'
-
7
"
8'-
1
1
"
5'
-
6
"
2'
-
1
1
"
3'
-
0
"
3'-0"3'
-
0
"
3'-0"
T.O. CONC.91'-0"
T.O. FF91'-2"
T.O. CONC.91'-0"
T.O. CONC.91'-0"
T.O. FF91'-2"
T.O. CONC.91'-0"
T.O. FF91'-2"
26
26
2626
27
9
27
9
27
9
51
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
16
'
-
3
5/
8
"
11
'
-
1
0
5/8
"
5'
-
6
7/8
"
UP
MEDIA
005
MECH/STORAGE
010
BEDROOM 4
006
LAUNDRY
009
BEDROOM 2
003
BEDROOM 1
001
BATH 1
002
BATH 2
004
BATH 3
007
BEDROOM 3
008
4
Z-203
1
Z-201
2
Z-202
3
Z-201
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED LOWER LEVEL
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-101
PROPOSED LOWER LEVEL
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
LINE OF ROOF
ABOVE LINE OF WALL
ABOVE
104
A
114
11
5
110
109
10
8
10
7
106
105104103
116
101
B
113
101
A
11
7
10
2
10
1
111112
DW
RG
F TC
59'-8"
4'-2"42'-11"12'-7"
51/2"3'-81/2"51/2"27'-103/4"
31/2"
13'-93/4"51/2"12'-11/2"51/2"
33
'
-
5
1/4
"
10
'
-
6
1/
4
"
20
'
-
0
"
2'
-
1
1
"
51/
2
"
10
'
-
0
3/
4
"
51/2
"
19
'
-
1
"
51/
2
"
2'-
5
1/2
"
51/2
"
59'-8"
4'-2"3'-77/8"25'-31/8"26'-7"
51/2"3'-81/2"51/2"3'-23/8"51/2"5'-05/8"31/2"1'-87/8"31/2"16'-115/8"51/2"26'-11/2"51/2"
33
'
-
5
1/
4
"
3'-
3
1/2
"
10
'
-
0
1/4
"
3'
-
3
1/
2
"
16
'
-
1
0
"
51/2
"
2'
-
1
0
"
51/
2
"
9'-
1
1/4
"
51/
2
"
2'
-
1
0
"
51/2
"
16
'
-
4
1/2
"
51/2
"
2'-03/8"8'-91/4"8'-91/4"5'-31/4"3'-05/8"7'-6"6'-33/4"6'-03/4"6'-03/4"1'-11"1'-91/2"
1'-11"1'-91/2"5'-6"4'-0"4'-0"3'-55/8"
4'-
6
5/8
"
4'-
6
5/8
"
3'
-
4
1/
2
"
4'
-
1
1
"
4'-
1
1
"
3'-
2
"
7'-05/8"19'-07/8"
T.O. PLY100'-0"
T.O. FF100'-2"
T.O. PLY100'-0"T.O. PLY100'-0"
T.O. CONC.99'-11 1/2"T.O. PLY100'-0"
T.O. FF100'-2"
T.O. FF100'-2"T.O. FF100'-2"
4
Z-203
1
Z-201
2
Z-202
3
Z-201
27
9
28
29
9
27
28
29
5
13
53
53
27
28
9
29
EXISTING
DRIVEWAY
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
2'-
4
5/
8
"
11
'
-
1
0
5/8
"
2'
-
3
7/8
"
UP DN
DINING
103
KITCHEN
104
GARAGE
105
LIVING ROOM
107
FAMILY ROOM
106
PWDR
102
ENTRY
101
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED MAIN LEVEL
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-102
PROPOSED MAIN LEVEL
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
20
5
20
6
21
0
209208
212
20
2
20
1
203
206
A
207
A
208
B
207
201B201A
A
205
A
203A
A
209
A
A
206
B
211
204
4
Z-203
1
Z-201
2
Z-202
3
Z-201
52'-41/2"
4'-2"42'-11"5'-31/2"
51/2"3'-81/2"51/2"15'-85/8"31/2"5'-55/8"31/2"6'-11/2"31/2"13'-93/4"51/2"4'-10"51/2"
33
'
-
5
1/4
"
10
'
-
6
1/
4
"
20
'
-
0
"
2'
-
1
1
"
51/
2
"
10
'
-
0
3/
4
"
51/2
"
6'
-
4
"
31/
2
"
12
'
-
5
1/
2
"
51/
2
"
2'-
5
1/2
"
51/
2
"
52'-41/2"
4'-2"10'-1"18'-10"19'-31/2"
51/2"3'-81/2"51/2"9'-71/2"51/2"17'-11"51/2"4'-111/4"31/2"13'-71/4"51/2"
33
'
-
5
1/
4
"
3'-
3
1/2
"
10
'
-
0
1/4
"
3'
-
3
1/
2
"
16
'
-
1
0
"
51/2
"
2'
-
1
0
"
51/2
"
9'-
1
1/4
"
51/2
"
2'
-
1
0
"
51/
2
"
16
'
-
4
1/2
"
51/
2
"
1'-11"1'-91/2"3'-03/4"
3'-03/4"
1'-11"1'-91/2"1'-10"7'-91/2"
2'-
5
5/8
"
4'-
2
"
2'
-
5
5/
8
"
13'-93/4"
5'-
0
3/8
"
5'
-
0
3/
8
"
2'-55/8"2'-55/8"13'-77/8"4'-17/8"7'-71/4"5'-103/4"
4'
-
6
7/
8
"
8'-
8
"
2'
-
1
1
1/
2
"
T.O. PLY109-6"T.O. PLY108'-6"
T.O. FF108'-8"
T.O. PLY109'-6"
T.O. FF109'-8"
T.O. DECK109'-4"
T.O. FF109'-8"
T.O. PLY108'-6"
T.O. FF108'-8"
T.O. PLY109'-6"
T.O. FF109'-8"11
23
23
23
23
51
DECK
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
2'-
4
5/
8
"
11
'
-
1
0
5/8
"
2'
-
3
7/8
"
DN
BEDROOM 5
206
BEDROOM 6
208
MASTER BEDROOM
201
SITTING ROOM
202
MASTER BATH
203
MASTER CLO 2
205
BATH 5
209
MASTER CLO 1
204
BATH 4
207
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
23
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED UPPER LEVEL
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-103
PROPOSED UPPER LEVEL
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
4
Z-203
1
Z-201
2
Z-202
3
Z-201
36
'
-
0
1/
2
"
3'
-
3
1/
2
"
11
'
-
7
1/2
"
3'
-
3
1/
2
"
17
'
-
4
"
81/
8
"
2'
-
7
3/
8
"
81/8
"
10
'
-
3
1/4
"
81/
8
"
2'-
7
3/8
"
81/8
"
16
'
-
1
7/
8
"
1'
-
2
1/
8
"
61'-31/4"
4'-2"10'-1"20'-51/4"19'-91/2"6'-91/2"
81/8"3'-57/8"81/8"9'-47/8"81/8"19'-1"81/8"18'-73/8"1'-21/8"6'-13/8"81/8"
35
'
-
6
1/
2
"
10
'
-
6
1/4
"
21
'
-
7
1/4
"
3'
-
5
"
81/8
"
9'
-
1
0
1/8
"
81/
8
"
20
'
-
3
"
81/8
"
2'
-
2
7/
8
"
1'
-
2
1/
8
"
61'-31/4"
4'-2"14'-63/8"16'-63/4"13'-111/8"5'-31/2"6'-91/2"
81/8"3'-57/8"81/8"43'-2"1'-21/8"4'-13/8"1'-21/8"6'-13/8"81/8"
51
PROPERTY LI
N
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PROPERTY LIN
E
SETBACK LINE
PR
O
P
E
R
T
Y
L
I
N
E
5'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
10
'
R
E
A
R
S
E
T
B
A
C
K
L
I
N
E
UPPER LEVEL
DECK BELOW
2
2
3
3
4
4
5
5
6
6
E E
D D
B B
A A
1
1
C C
12:12
12:12 12:12
12:12 12:12
6:12
6:12
6:12
4:12
12:12
12:12
12:12
12:12
1:12
1:12
23
23
14
23
23
12:12
12:12 12:12
6:12
6:12
35
23
23
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW ROOF
ROOF DEMO LEGEND
N02'4'8'SCALE: 1/4" = 1'-0"
PROPOSED ROOF PLAN
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-104
PROPOSED ROOF PLAN
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
E D B AC
9'
-
0
"
8'-
6
"
1'
-
0
"
12
'
-
7
9/
3
2
"
2'-
7
9/1
6
"
17'-4"2'-7"13'-73/4"
115
205206
201202
10
14
32
7 117101102
9
13
6
5
8
4
18
7 7
56
29
27
58
29
27
58
61
61
60
61
28 28
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
15
'
-
2
7/8
"
2'-
3
3/8
"
SE
T
B
A
C
K
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
T.O. EXISTING RIDGE
124'-8 1/2"
SGSG
SGSG
SGSGSGSG
T.O. EXISTING RIDGE
122'-1 9/32"
C
9'
-
0
"
8'-
6
"
1'
-
0
"
12
'
-
7
9/
3
2
"
2'-
7
9/
1
6
"
107108
29
26
9
28
18
210
10
56
58
61
60
10
6060
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
2'-
3
3/8
"
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
T.O. EXISTING RIDGE
124'-8 1/2"
SGSG
SG
T.O. EXISTING RIDGE
122'-1 9/32"
A B D E
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION
0 2'4'8'SCALE: 1/4" = 1'-0"3 PROPOSED NORTH ELEVATION
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-201
HEIGHTS
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
9'-
0
"
8'
-
6
"
1'-
0
"
12
'
-
7
9/3
2
"
2'
-
7
9/
1
6
"
116
203
204
103104105
207
208
106
209
13
6
10
9
26
32
9
29
18
10
56
28
58
58
60
61
60
28
29
EXISTING MAIN LEVEL
T.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
15
'
-
2
7/
8
"
2'
-
3
3/
8
"
T.O. EXISTING RIDGE
124'-8 1/2"
SG
SG SG SG SG
SGSG
T.O. EXISTING RIDGE122'-1 9/32"
6 5 4 2 1
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"2 PROPOSED WEST ELEVATION
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-202
HEIGHTS
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018
1 2 3 4 5 6
9'-
0
"
8'
-
6
"
1'-
0
"
12
'
-
7
9/3
2
"
2'-
7
9/1
6
"
109110113114
212
10
13
26
9
18
111112
56
29
58
60
61
211
61
28
EXISTING MAIN LEVELT.O. PLY 100'-0" = 7891'-9"
EXISTING UPPER LEVEL
T.O. PLY 109'-6"
T.O. EXISTING RIDGE
124'-8 1/2"
EXISTING LOWER LEVEL
T.O. CONC. 91'-0"
T.O. EXISTING RIDGE
127'-0"
EXISTING UPPER LEVEL STEP
T.O. PLY 108'-6"
15
'
-
2
7/
8
"
2'
-
3
3/
8
"
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
SG
SG SG SG SG
SG
SG
T.O. EXISTING RIDGE122'-1 9/32"
1.) EXISTING FRAMING & SHEATHING TO REMAIN
AT AREAS NOT SHOWN AS DEMOLISHED.
TYPICAL.
2.) ALL DIMENSIONS TO EXISTING WALLS TO BE
VERIFIED IN FIELD. TYPICAL.
3.) EXISTING RIDGE HEIGHTS TO REMAIN.
4.) ALL EXTERIOR MATERIALS TO REMAIN AND
TO BE RE-FINISHED UNLESS NOTED OTHERWISE.
5.) ALL EXISTING WINDOWS AND EXTERIOR
DOORS TO BE REPLACED. VERIFY IN FILED
PRIOR TO ALL SHOP DRAWING APPROVALS.
6.) VERIFY ALL EXISTING & PROPOSED SPOT
ELEVATIONS IN FIELD. PROJECT 100'-0" IS IN
RELATION TO EXISTING TOP OF PLYWOOD ON
THE MAIN LEVEL.
GENERAL PLAN NOTES
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
0 2'4'8'SCALE: 1/4" = 1'-0"4 PROPOSED EAST ELEVATION
STEVEN
WILSON
402127
STA T E OF COLO
R
A
D
O
L
I
C
E
NSED AR C H ITECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
BUILDING NO GREATER THAN 50FT IN DEPTH, UNLESS
ACCESSORY & SEPARATE FROM MAIN PER RDS B.1.d.(1)
VEHICULAR ACCESS VIA ALLEY OR PRIVATE STREET
PER RDS C.1.c
STREET FACING ENTRY DOOR NOT SET BACK MORE
THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d.(1)
ENTRY DOOR NO TALLER THAN 8FT PER RDS D.2.c
ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT
PER RDS D.3.c
GROUP OF WINDOWS ON FRONT FACADE PER RDS
E.1.d.(2)
NO STREET-FACING WINDOWS MORE THAN ONE-STORY
PER RDS E.2.c
EXTERIOR MATERIALS CONSISTENT ON ALL SIDES &
TRUE TO CHARACTERISTICS PER RDS E.5.c
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
60% + OF FRONT FACADE WITHIN REQ'D DISTANCE OF
MINIMUM SETBACK PER RDS B.3.c
LIGHTWELL PER RDS E.4.c & IRC R310.1
FRONT PORCH PER PER 26.575.020.D.5
VERTICAL CIRCULATION NOT COUNTED ON UPPER
MOST FLOOR PER 26.575.020.D.2.a
PATIO AT OR WITHIN 6" OF FINISHED GRADE PER
26.575.020.D.6
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
UNCOVERED PATIO / SLABS <30" ABOVE GRADE
PER 26.575.020.E.5.j
PROPOSED DRIVEWAY WITHIN 30" OF FINISHED
GRADE PER 26.575.020.E.5.q
TOP MOST PORTION OF ROOF PER 26.575.020.F.2
CHIMNEY PROTECTION <10' FROM HEIGHT OFBUILDING CONNECTION PER 26.575.020.F.4.a
SAFETY GLAZING
RADON VENT PIPE
EXISTING HORIZONTAL WOOD SIDING TO BE REPAINTED
VERTICAL METAL SIDING TBD
STANDING SEAM ROOF
SYNTHETIC SHINGLE
EMERGENCY ESCAPE AND RESCUE DOORS
PER IRC R310.3
DWELLING-GARAGE FIRE SEPARATIONPER IRC R302.6
BARS, GRILLS, COVERS, SCREENS OVER EMERGENCY
ESCAPES AND RESCUE OPENING PER RDS 310.4
LINE OF EXTERIOR WALL BELOW
DRIVEWAY TO REMAIN
EXTERIOR DECK MATERIAL TBD
HANDRAIL PER IRC 311.7.8 & 311.7.8.1 MIN HEIGHT 34"
AC UNITS
GUTTER
SNOW STOPS / SNOW FENCE
PANEL TO BE NON-LOCKING FLIP-UP GRATE
& REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
DOWNSPOUT
PROPOSED GRADE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1SNOWMELT PER IRC 310 LIFE & SAFETY
DWELLING-GARAGE OPENING ANDPENETRATION PROTECTION PER IRC R302.5
GAS + ELECTRIC METERS
ROOF OVERHANG
GLASS GUARD SAFETY GLAZED PER IRC 308.4 &SUPPORT POINT LOAD PER IRC 301.5
DRYER FLUE VENT; TYP
LINE OF FOUNDATION BELOW
FALL PROTECTION PROVIDED PER R612.2
1/4" PER 1' SLOPE
GAS LANTERNS BEVOLO CONTEMPORARY SERIES
ASPHAULT SHINGLES TO BE REPLACED
BRICK TO MATCH PAVER TBD
LINE OF PROPOSED GRADE
2" CURB TYP.
HOSE BIB
LADDER AND STEPS PER IRC R310.2.3.1
1/2 POINT FROM EAVE TO RIDGE
1/3 POINT FROM EAVE TO RIDGE
DRAWING ISSUANCE INDEX
ID
01
02
03
NAME
SCHEMATIC APPROVAL
DD
RDS REVIEW
ISSUED DATE
10/2/17, 11:34 AM
10/2/17, 11:35 AM
10/2/17, 12:02 PM
COPYRIGHT
10/2/17
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-203
HEIGHTS
10/2/17
RJL/JM/IS
1712.00
Aspen CO 81611
614 W NORTH ST
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Basalt:
104 Midland Ave, #202
Basalt, CO 81612
forumphi.com
p: 970.279.4157
f: 866.770.5585
273512112006
7/10/17, 5:00 PM
9/1/17, 10:00 AM
2/27/2018