HomeMy WebLinkAboutFile Documents.395 Thunderbowl Ln.0002-2020-BCHO (16)DRAWING ISSUE
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CO
SHEET No.
DRAWN BY:
PROJECT No:1605
RH
PERMIT SET
DRB SET
ASPEN STAMPS
PERMIT RESUBMITTAL 1
PRICING SET
PERMIT RESUBMITTAL 2
SHELL & CORE C.D. SET
CONSTRUCTION DOCS
ASI 39 - WP PACKAGE
119 S Spring St
Suite 203
Aspen, CO 81611
970-925-3444
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
A2.1
SITE AND LANDSCAPING
PLAN - BUILDING
FOOTPRINT
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
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07/13/2017
05/18/2017
01/16/2018
01/19/2018
04/19/2018
04/27/2018
08/27/2018
11/18/2019
SHEET No.
10
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5' ACTIVITY ENVELOPE
10' SKI & SEWER EASEMENT
10' UTILI
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EASE
M
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5'
A
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10' ACTI
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EASE
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BUILDING ENVELOPE
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78'-101/4"
27
'
-
2
"
108'-4"
10'-
0
"
5'-0
"
EL
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A
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EQ
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PROPERY BOUNDARY
P
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PRO
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ROOF ABOVE
ROOF ABOVE
SITE 8,245' = ARCH 100'-0"
SCALE = 1" = 10'-0"
NOTE:
SEE LANDSCAPE PLANS FOR FURTHER INFO.
CO 2b 11/25/2019CHANGE ORDER 2 12/18/2019
The concrete patio
features must be
contained within the
Building Envelope.
Please revise this
plan sheet, as well
as, Sheet A7.29
accordingly.
01/21/2020
Per the PUD: Decks, balconies, stairways and similar features: Structures that
exceed thirty inches above Accepted or Finished Grade, and that are not
covered by a roof or architectural projection form a building, are exempt from
Floor Area for up to fifteen percent of the maximum Floor Area allowed. Any
areas in excess of fifteen percent of allowed area shall be counted toward Floor
Area.
Please verify that the changes proposed are consistent with the above language
and do not change the deck exemption calculations.
Please add topographic contours to this site plan.
The fence height includes the height of the retaining wall.
Please measure from the inside as it is more restrictive. The mechanical pit is lower
on the inside. Please provide detail which shows the height for both mechanical
areas.
The fence for the mechanical pit behind the front facade of the residence may be 6'
total.
The fence height includes the height of the retaining wall (please provide retainng
wall detail if one exists).
Measure the height of the fence from the most restrictive grade.
The fence including the retaining wall and from the most restrictive grade may be 42"
total. These locations are street facing and forward of the structure and therefore
limited to 42" from finished grade.
For the enclosure on the west side of the residence, please add gate detail.
Trellis is counted as deck. By adding the trellis over the
shower did the deck calculations change?
DJA Response:
BOB N. HAS CONFRIMED THAT THIS
COMMENT IS NOT APPLICABLE
DJA Response:
See revision on Sheet A2.1
DJA Response:
SEE REVISIONS ON SHEETS A-7.23,
A-7.24, A-7.25
DJA Response:
SEE REVISIONS ON SHEETS
A-7.23, A-7.24, A-7.25
03/19/2020
DRAWING ISSUE
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CO
SHEET No.
DRAWN BY:
PROJECT No:1605
RH
PERMIT SET
DRB SET
ASPEN STAMPS
PERMIT RESUBMITTAL 1
PRICING SET
PERMIT RESUBMITTAL 2
SHELL & CORE C.D. SET
CONSTRUCTION DOCS
ASI 39 - WP PACKAGE
119 S Spring St
Suite 203
Aspen, CO 81611
970-925-3444
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
A-7.29
NORTH PATIO AND POOL
PLAN
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
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05/18/2017
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01/19/2018
04/19/2018
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08/27/2018
11/18/2019
SHEET No.
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
7
"
1'
-
4
"
2'
-
9
"
1'
-
4
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
4"
1'
-
6
"
1'
-
1
0
"
14'-91/2"
17'-5"
16'-6"
2"
7'-91/2"
14'-5"
1'-01/2"9"
1'-3"
8'-113/4"
1'-3"1'-3"1'-3"
9"
8'-101/2"8'-81/4"2'-4"
6'
-
2
"
26'-11/2"
8'-10
3/4"
7.71°
82.29°
91.51°
79.08°
FIRE PIT
PLANTER
GREEN SPACE
GREEN SPACE
DRAIN PLANTING BETWEEN
CONCRETE - TYP.
POOL COPING
POOL COPING
POOL COVER W/
REMOVEABLE PANELS
BUILT-IN GRILL
PLANTING BETWEEN
CONCRETE - TYP.
POOL COVER W/
REMOVEABLE
PANELS
DRAIN
DRAIN
JOINT AT SNOWMELT
/ NON SNOWMELT
POOL VAULT - SHOWN DASHED BELOW GRADE - SEE SHT A-7.34 FOR
INFO.
POOL VAULT ACCESS HATCH - SEE SHT A-7.34 FOR INFO.
4R
@
5
1/16
"
EA
C
H
3R
@
6"
SL
O
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:
1/4"
/
FT
SL
O
P
E
:
1/4"
/
FT
SL
O
P
E
:
1/4"
/
FT
CL
CL
POOL
-SEE SHOP DRAWINGS FOR
FURTHER INFO.
98'-7 7/16"
98'-3 1/2"
98'- 3 1/2"
98'-10"
99'-2"
100'-2 1/8"
98'-5"
SPA
-SEE SHOP DRAWINGS
FOR FURTHER INFO.
100'- 1 3/4"
100'-1 1/8"100'-1 1/8"
100'- 2 1/2"
-T.O.D.
98'-3 1/2"
K
LOT 8
BUILDIN
G
ENVELOP
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5' ACTI
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ENV
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BUIL
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ENV
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EXTERIOR PATIO
1
0
'
-
0
"
5'
-
0
"
4'-03/4"
6'-91/4"
2'
-
6
"
1'
-
0
"
10
'
-
0
"
1'
-
0
"
12
'
-
0
"
1'
-
2
"
1'
-
2
"
4"
2'-4"2'-8"30'-6"2'-8"
14'-3"2'-11/2"61/2"
4'-63/4"
7"
2'
-
8
"
6'-61/4"
8'
-
3
"
17
'-01/4"
4'-41/2"7'-103/4"
4"
3'-71/2"
81/4"
1'-31/4"
31/2"
2'
-
4
"
18'-63/4"
2'-03/4"
4'-13/4"
4'-73/4"
1'-63/4"
3'
-
1
"
8"
8"
1'
-
0
"
8"
12
'
-
0
"
8'-0"
14
'
-
4
"
PLANTER
PLANTER
PLANTER
DRAIN
PRIVACY FENCE
COLUMN
COLUMN
DRAIN
CLEAN OUT
CLEAN OUT
CLEAN OUT
PRO
P
E
R
T
Y
BOU
N
D
A
R
Y
ROOF ABOVE
ROOF ABOVE
EXTERIOR
MECH
PAD
1
A-7.32
100'-3"
100'- 1 7/8"
100'-2 1/2"
SL
O
P
E
:
1/4"
/
FT
99'- 11 3/4"
100'- 1 7/16"
100'- 2 13/16"
100'- 1"
99'-11 3/4"
100'- 1 3/16"
100'-2 5/16"
99'-11 3/4"
99'- 11 3/4"
99'-11 3/4"
99'-10 3/4"
99'-11 1/4"
99'- 11 3/4"
-T.O.S.
-T.O.S. @ HIGH POINT
-T.O.D.
-T.O.S.
-T.O.S.
-T.O.S.
100'- 1 7/16" -T.O. PLANTER
-T.O.S.
-T.O.D.
-T.O.D. = T.O. COPING
-T.O. COPING
-T.O. COPING
-T.O. COPING
100'-2 1/8"
-T.O.S.
-T.O.D.
-T.O.S.
-T.O.S.
-T.O.S.
-T.O.D.
-T.O.S.
99'-11 3/4" -T.O. PLANTER
99'-11 3/4" -T.O.S.
-T.O.G.
-T.O.G.
-T.O.G.
-T.O.G.
-T.O.G.
102'- 1 3/4" -T.O. PLANTER
1
A-7.33
4
A-7.31
1
A-7.31
5
A-7.30
2
A-7.31
6
A-7.30 TYP
2
A-7.30
4
A-7.30
3
A-7.31
3
A-7.30
1
A-7.30
6
A-7.30
TYP
CO 2b 11/25/2019CHANGE ORDER 2 12/18/2019
The concrete patio
features must be
contained within the
Building Envelope.
Please revise this
plan sheet, as well
as, Sheet A2.1
accordingly.
01/21/2020
DJA Response:
See revision on Sheet A7.29
03/19/2020
DRAWING ISSUE
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CO
SHEET No.
DRAWN BY:
PROJECT No:1605
RH
PERMIT SET
DRB SET
ASPEN STAMPS
PERMIT RESUBMITTAL 1
PRICING SET
PERMIT RESUBMITTAL 2
SHELL & CORE C.D. SET
CONSTRUCTION DOCS
ASI 39 - WP PACKAGE
119 S Spring St
Suite 203
Aspen, CO 81611
970-925-3444
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
A-7.31
NORTH PATIO DETAILS
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
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01/19/2018
04/19/2018
04/27/2018
08/27/2018
11/18/2019
SHEET No.
1'
-
4
1/
4
"
4"
1 7/8"
11"SEE PLAN SEE PLAN SEE PLAN
SE
E
PL
A
N
SE
E
PL
A
N
SEE PLAN
1 7/8"
1
7/
8
"
1'
-
4
1/
4
"
4"
1 7/8"1 7/8"
4"1'-6"4"1'-6"1'-10"
eq
1'
-
1
0
1/
8
"
2'-3"
1 7/8"1'-11 1/4"1 7/8"
1
3/
4
"
1'
-
6
1/
8
"
1
5/
8
"
1'
-
4
1/
2
"
4"
2'
3'
-
6
"
1/
2
"
1/
2
"
8"
1'
-
6
"
SE
E
PL
A
N
SE
E
PL
A
N
3/4"2"
2 3/4"
5/
8
"
2
7/
8
"
3
1/
2
"
1 1 ½" = 1'-0"
2 1 ½" = 1'-0"
STEEL
SOIL
3 1 ½" = 1'-0"
SECTION AT WEST POOL EDGE AND PLANTER
STEEL
SOIL
4 1 ½" = 1'-0"
SECTION AT SLAB AND PLANTER
GRADE
GRADE GRADE
STORAGE
SECTION AT EXTERIOR STAIR
SECTION AT EAST SPA/POOL EDGE AND PLANTER
3/8" - CLR
CONCRETE SLAB (RADIANT,
W.O.) - SEE STRUCTURAL
DRWGS
LIGHT FIXTURE PER
LIGHTING DRAWINGS -TYP
CONCRETE STAIRS - SEE
STRUCTURAL FOR FURTHER
INFO.
PLANTER BEYOND - 3/16"
STEEL PLATE - PAINT PER
APPROVED SAMPLE
T.O. POOL COPING
T.O. STEEL PLATE
SOIL / PLANTING PER
LANDSCAPE DRAWINGS
CONCRETE SLAB- SEE
STRUCTURAL DRAWINGS
3/16" STEEL PLATE - PAINT
PER APPROVED SAMPLE
SECTION CUT THROUGH
BOTTOM STAIR TREAD
CONCRETE STAIRS BEYOND
3/16" STEEL PLATE - PAINT
PER APPROVED SAMPLE
CAST IN PLACE
CONCRETE COPING
POOL DESIGN BY OTHERS.
ALL DIMENSIONS AND
STRUCTURAL DESIGN TO
BE PROVIDED BY POOL
DESIGNER
3/16" STEEL PLATE - PAINT
PER APPROVED SAMPLE
SOIL / PLANTING PER
LANDSCAPE DRAWINGS
STEEL TUBE PLANTER
SUPPORT - PER
STRUCTURAL DRAWINGS
CONCRETES STAIRS BEYOND
PLANTER BEYOND - 3/16"
STEEL - PAINT PER
APPROVED SAMPLE
CONCRETE SLAB -
SEESTRUTURAL DRAWINGS
CAST IN PLACE
CONCRETE COPING
POOL DESIGN BY OTHERS.
ALL DIMENSIONS AND
STRUCTURAL DESIGN TO
BE PROVIDED BY POOL
DESIGNER
CONCRETE SLAB (RADIANT,
W.O.) - SEE STRUCTURAL
DRWGS
SOIL / PLANTING PER
LANDSCAPE DRAWINGS
SOIL / PLANTING PER
LANDSCAPE DRAWINGS
DRAIN- HEEL RESISTANT
BRICKSLOT 100
KLASSIKDRAIN - K100 RAIL
CHANNEL SYSTEM
3/16" STEEL PLATE - PAINT
PER APPROVED SAMPLE
SOIL / PLANTING PER
LANDSCAPE DRAWINGS
STEEL TUBE PLANTER
SUPPORT - PER
STRUCTURAL DRAWINGS
CONCRETE SLAB AND
RETAINING PER
STRUCTURAL DRAWINGS
SOIL / PLANTING PER
LANDSCAPE DRAWINGS
CO 2b 11/25/2019CHANGE ORDER 2 12/18/2019
01/21/2020
This height is more than 30" permitted by County.
This feature effects deck calculations as it is over 30".
This is an addition to deck; please provide updated deck
calculations.DJA Response:
DECK AREA CALCS HAVE
BEEN REVISED TO
INCLUDE ALL AREAS >30"
- SEE REVISIONS ON
SHEET Z.03
03/19/2020
DRAWING ISSUE
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CO
SHEET No.
DRAWN BY:
PROJECT No:1605
RH
PERMIT SET
DRB SET
ASPEN STAMPS
PERMIT RESUBMITTAL 1
PRICING SET
PERMIT RESUBMITTAL 2
SHELL & CORE C.D. SET
CONSTRUCTION DOCS
ASI 39 - WP PACKAGE
119 S Spring St
Suite 203
Aspen, CO 81611
970-925-3444
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
A-7.32
NORTH PATIO DETAILS
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
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08/27/2018
11/18/2019
SHEET No.
3'
6"
1
7/
8
"
1'
-
6
1/
8
"
4"
1 7/8"
1/2"
1/2"
6"
4"
1'
3'
1'
-
4
"
1 1 ½" = 1'-0"2 1 ½" = 1'-0"3 1 ½" = 1'-0"
ENLARGED PLAN AT PATIO SLAB, STONE WALL AND PLANTER TRANSITIONSECTION AT PATIO SLAB, STONE WALL AND PLANTER TRANSITIONSECTION AT PATIO SLAB AND STONE WALL
PLANTER
6" NOM. STOE VENEER
3/16" STEEL - PAINTED PER
APPROVED SAMPLE
STONE = 1/2" PROUD OF
EDGE OF SLAB
EDGES OF SLAB, PLANTER
AND CMU TO ALIGN
4" CMU
CONCRETE SLAB
PLANTING STRIP
LINEAR DRAIN
3/16" STEEL - PAINTED PER
APPROVED SAMPLE
STONE = 1/2" PROUD OF
EDGE OF SLAB
CONCRETE SLAB
STONE CAP
4" CMU
STEEL TUBE PLANTER
SUPPORT - PER
STRUCTURAL DRAWINGS
PLANTER
CONCRETE SLAB AND
RETAINING WALLS - SEE
STRUCTURAL DRAWINGS
CONCRETE SLAB
STONE CAP
4" CMU
6" NOM. STONE VENEER
CONCRTE RETAINIG WALL -
SEE STRUCTURAL DRWGS
STEEL ANGLE LEDGER - SEE
STRUCTURAL DRWGS
3
A-7.32
2
A-7.32
CO 2b 11/25/2019CHANGE ORDER 2 12/18/2019
01/21/2020
Please add detail numbers to the plans.
Where is the wall propose to be located?
Please provide height measurements.
This height appears to be over 30" and will change the
deck calculations.
It would be helpful if the details, by number and plan
sheet, were identified on the site plan, sheet A2.1
DJA Response:
ENLARGED PLAN 1/A-7.32 IS CALLED OUT
ON A7.29. THIS SECTION IS CALLED OUT
ON THE ENLARGED PLAN.
DECK AREA CALCS HAVE BEEN REVISED
TO INCLUDE ALL AREAS >30" - SEE
REVISIONS ON SHEET Z.03
03/19/2020
DRAWING ISSUE
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CO
SHEET No.
DRAWN BY:
PROJECT No:1605
RH
PERMIT SET
DRB SET
ASPEN STAMPS
PERMIT RESUBMITTAL 1
PRICING SET
PERMIT RESUBMITTAL 2
SHELL & CORE C.D. SET
CONSTRUCTION DOCS
ASI 39 - WP PACKAGE
119 S Spring St
Suite 203
Aspen, CO 81611
970-925-3444
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
A-7.33
OUTDOOR SHOWER
ELEVATIONS
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
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1
9
07/13/2017
05/18/2017
01/16/2018
01/19/2018
04/19/2018
04/27/2018
08/27/2018
11/18/2019
SHEET No.
1" CLR
EQ EQ
1"- CLR
4"
8"
4'-73/4"
4'-71/4"
7'-103/4"
1'
-
5
"
3'-21/4"
82.31°
2
3
4
5 A-7.33
15" X 15" TILES W/
1/8" GROUT
PLANTING BED
4"
3'
-
8
"
73/4"
5'-103/4"8"
4"
1'
-
9
"
PRIVACEY SCREEN
4 X 4 POSTS
LINEAR DRAIN
PLANTING STRIP - TYP
2" BORDER: 3/8”
GRAY GRAVEL -
FINAL SPEC, TBD
4" GRAVEL - TYP
105'-71/2"
100'-6"
1/2"
31/2" -
TY
P
.
11/2" -
TY
P
.
2X6 WALL CAP
TRELLIS ABOVE
OPEN BEYOND
1" X 3-1/2" WOOD SLATS
4X4 (NOM.) WOOD POSTS
4X4 STEEL TUBE
4 1/4" X4 1/4" X 3/8" STEEL BASE
3/8" STEEL KNIFE PLATE, 6" HEIGHT
11/2"-
TY
P
31/2" -
TY
P
105'-71/2"
100'-6"1/2"
12
11
1" X 3-1/2" WOOD SLATS
4X4 (NOM.) WOOD POSTS
SHOWER HEAD AND ARM AS SPECIFIED
HAND SHOWER SET PER SPECIFICATION
2X6 WALL CAP
TRELLIS ABOVE
TYPICAL WOOD SIDING
4 1/4" X4 1/4" X 3/8" STEEL BASE
7'-83/4"
5'
-
3
"
4X4 STEEL TUBE
PLANTING BUIT INTO SLAB
POST FOOTINGS - SEE STRUCTURAL DRAWINGS LINEAR DRAIN
THICKENED SLAB AT DRAINS -
SEE STRUCTURAL
SLAB W/ TILE FINISH
4" GRAVEL BORDER
4'
-
6
"
7'
-
0
"
1'-6"
6"
15
14
126
SHOWER HEAD AND ARM AS SPECIFIED
HAND SHOWER SET PER SPECIFICATION
TRELLIS ABOVE
TYPICAL STONE VENEER
THERMOSTATIC VALVE PER SPECIFICATION
CL
CL
CL
CL
105'-71/2"
100'-6"
1/2"
11/2" -
SP
A
C
E
-
TY
P
.
31/2" -
TY
P
.
1" X 3-1/2" WOOD SLATS
4X4 (NOM.) WOOD POSTS
SHOWER HEAD AND ARM AS SPECIFIED
HAND SHOWER SET PER SPECIFICATION
2X6 WALL CAP
TRELLIS ABOVE
TYPICAL STONE VENEER
4X4 STEEL TUBE
4 1/4" X4 1/4" X 3/8" STEEL BASE
4'
-
6
"
7'
-
0
"
SCALE: 1/2" = 1'-0"1 SITE PLAN 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"2 NORTH ELEVATION
SCALE: 1/2" = 1'-0"3 EAST ELEVATION
SCALE: 1/2" = 1'-0"4 SOUTH ELEVATION
SCALE: 1/2" = 1'-0"5 WEST ELEVATION
CO 2b 11/25/2019CHANGE ORDER 2 12/18/2019
01/21/2020
Please update the deck calculations
to account for the new trellis.
DJA Response:
BOB N. HAS CONFRIMED THAT THIS
COMMENT IS NOT APPLICABLE
03/19/2020