HomeMy WebLinkAboutFile Documents.1320 Mountain View Dr.0013-2020-BCHO (17)CIVIL ENGINEER:
Colorado Structural Inc.
CONTACT: Geoff Heller
315 Belleview Ave F
Crested Butte, CO 81224
COL.
C.O.
CEILING HEIGHT A.F.F.+13'-11"
PROJECT ADDRESS:
PARCEL ID:
FIRE SPRINKLER SYSTEM INSTALLED:
APPLICABLE CODES:
·2015 IRC (International Residential Code) Chapters 1-10
·2015 IRC appendixes:
·Manufactured homes, F: Radon, J: Existing Buildings & Structures, H:Patio Covers, K: Sound Transmission.
·2015 IPC (International Plumbing Code)
·2015 IMC (International Mechanical Code)
·2015 IFGC (International Fuel Gas Code)
·2015 IECC (International Energy Conservation Code) - Prescriptive Path
·2015 IFC (International Fire Code)
·2017 NEC (National Electrical Code)
1320 Mountain View Dr, Aspen CO 81611
273501308005
NO
R-15
4,575.66 sq ft
Residential
Front - 25', Rear - 10', Side - 10'
ZONING:
F.A.R.
PERMITTED USE:
SETBACKS:
Tread
Terrazzo
Thick
Tempered
TEL.
T.C.
T.B.
T.
THK.
T.M.E.
T.O.C.
T.&G.
TER.
TEMP.
To Match Existing
Top of Concrete
Towel Bar
Top of Curb
Telephone
Tongue & Groove
Typical
Varies
UnfinishedUNF.
V.C.T.
VAR.
U.O.N.
UNEXC.
U.B.C.
T.O. PLY
T.O.W.
TYP.
Veneer
Vertical
Vestibule
Volume
Wood
West
With
V.I.F.
W.C.
WD.
W.H.
W.
W/
V.G.D.F.
VOL.
VERT.
VEST.
VEN.
Wall Covering
Water Heater
Vertical Grain Douglas Fir
Verify in Field
Vinyl Composition Tile
Top of Plywood
Top of Wall
Uniform Building Code
Unexcavated
Unless Otherwise Noted
Top of PlateT.O.P.
Wainscot
Weight
W.P.
WW.
WR.
WT.
W.S.P.
W.P.M.
WSCT.
Welded Wire
Work Point or
Waterproofing
Waterproof Membrane
Wet Standpipe
Water Resistant
WithoutW/O
REQ.
RESIL.
REINF.
REG.
REV.
RWD.
REMOV.
R.O.
RM.
RET.
Rough Opening
Redwood
Required
Removable
Room
Resilient
Retaining
Reinforced
Register
Mounted
Mullion
Nominal
North
Number
New
Not to Scale
Miscellaneous
Not in Contract
S.C.D.
S.D.
S.
S.A.F.F
SEP.
SHT.
S.H.
SECT.
S.E.D.
SCHED.
Separation
Sprinkler Head
Sheet
See Civil Drawings
Soap Dispenser/Dish
See Electrical Drawings
Storm Drain,
Schedule
Section
Self-Adhesive Flexible Flashing
South
S.G.D.
S.L.D.
SHTG.
S.C.D.
SL.
SIM.
S.P.D.
SPEC.
S.M.D.
S.S.
SQ.
S.LT.D.
Stainless Steel
Square
See Lighting Drawings
See Garage Drawings
See Plumbing Drawings
See Civil Drawings
Sheathing
Sliding
Similar
Opposite
Opening
On Center
Overall
Plaster
Plywood
Perimeter
Plate
Plastic Laminate
Outside Diameter (Dim.)
Point
Paint
Quarry Tile
Partition
Painted
Paper Towel Receptacle
Per Square Inch
Pressure Treated
Post Tensioned
Paper Towel Dispenser
Panel
MUL.
MISC.
MTD.
NOM.
N.T.S.
N.I.C.
N.
(N)
Hardware
Hardwood
Hanger
Height
Horizontal
Handrail
Hour
Hot Water Heater
Hollow Metal
HGT.
HDW.
HDWD.
HGR.
H.W.H.
HORIZ.
HR.
H.R.
H.M.
Floor Drain
Fire Extinguisher
Cabinet
Flat Bar
Fixture
Floor
Srew
Finish
Flat Head Wood Screw
Flat Head Machine
OPP.
O.A.
O.C.
O.D.
PLAS.
PL.
Insulation
Interior
Inch
Kitchen
Joist
Joint
Janitor
Junction Box
Intermediate
P.S.I.
PNT.
PT.
P.T.
P.T.R.
P.T.D.
PTN.
Q.T.
PTD.
Laminate
Lavatory
Pound
Linear
Light
Maintain
Material
Maximum
Machine
PNL.
INTER.
IN.
INSUL.
INT.
KIT.
JST.
JB
JT.
JAN.
Fluorescent
Face of Finish
Face of Plywood
Face of Stud
Footing
Furring
Future
Frame
Foot or Feet
Fireproof
Face of Concrete
LB.
LIN.
LT.
LAM.
LAV.
MAINT.
MAT.
MAX.
MACH.
General
Gauge
Gas Outlet
Galvanized
Ground
Grade
Glass
Interrupt
Ground Fault
Galvanized Sheet
Garbage Disposal
Flashing Inside DiameterI.D.
ABBREVIATIONS
P.LAM.
PLYWD.
PERIM.
OPNG.
NO. or #
STOR.
STRL.
STD.
STL.
S.V.
SYS.
SYM.
S.W.
System
Steel
Structural
Sheet Vinyl
Shear Wall
Symmetrical
Storage
StandardReturn Air
Recessed
Radius
Riser
Reference
Reflected
Refrigerator
REC.
RAD.
R.A.
R.
REFR.
REFL.
REF.
Overlay
Mechanical
Membrane
Minimum
Metal
Machine Bolt
Medicine Cabinet
Medium Density
Manufacturer
M.D.O.
MEMB.
MECH.
M.B.
M.C.
MIN.
MTL.
MFR.
Gypsum
Handicapped
Hose Bibb
Hollow Core or
Header
Head
Hardboard
Metal
S.S.D. See Structural Drawing
Specification or Special
See Landscape Drawings
See Mechanical Drawings
Revision/Revised/Reversed
F.E.
F.B.
F.D.
FIXT.
FLR.
F.H.W.S.
FIN.
F.H.M.S.
CONSTR.
CONN.
COND.
CONC.
CTR.
C.W.
C.T.
CONTR.
CLOS.
CONT.
Center
Cold Water
Contractor
Closet
Ceramic Tile
Condition
Connection
Construction
Continuous
Concrete
F.O. Ply
F.O.S.
FLUOR.
F.O.C.
F.O.F.
FURR.
FUT.
FTG.
FR.
FT.
F.P.R.F.
GALV.
G.D.
GEN.
G.
GA.
GND.
G.S.M.
GR.
GL.
G.F.I.
DIA.
DIM.
DBL.
DET.
D.F.
DWG.
DWR.
D.W.
DN.
DR.
DISP.
E.J.
EA.
(E)
E.I.F.S.
E.O.S.
ENCL.
E.P.B.
ELEC.
EMER.
EL.
Dishwasher
Edge of Slab
Electrical Panel Board
Enclosure
Exterior Insulation &
Elevation
Electrical
Emergency
Existing
Finish System
Expansion Joint
Each
Drawing
Drawer
Drinking Fountain
Dispenser
Down
Door
Double
Diameter
Dimension
Detail
FLASH.
At@
&
<
A.C.
#
0
ACOUS.
ALUM.
ALT.
ADJ.
AGGR.
ADJAC.
BITUM.
BD.
ARCH.
ASPH.
APPROX.
BM.
B.O.
BOT
BLKG.
BLK.
C.B.
CEM.
CER.
B.P.
BTWN.
BLDG.
A.D.
Catch Basin
Cement
Ceramic
Beam
Bottom of
Building Paper
Between
Bottom
Building
Blocking
Bituminous
Board
Block
Diameter or Round
Air Conditioning or
Asphaltic Concrete
Aluminum
Approximate
Architectural
Asphalt
Alternate
Acoustical
Area Drain
Adjustable
Aggregate
Adjacent
Pound or Number
Angle
And
H.B.
H.C.
GYP.
HDR.
HDBD.
HD.
EXP.
EXT.
EXIST.
EQUIP.
F.A.U.
F.A.
Forced Air Unit
Fire Alarm
Equipment
Existing
Expansion
Exterior
CLKG.
C.M.U.
CLR.
CLG.
CNTR.
Column
Concrete Masonry
Caulking
Clean-Out
Counter
Unit
Clear
Ceiling
C.J. Control Joint EqualEQ.
PROJECT DIRECTORYVICINITY PLAN
CONTACT: Ryan Doremus
STRUCTURAL ENGINEER:
LANDSCAPE DESIGN:
OWNER/CLIENT:
ARCHITECT:
Aspen, CO 81611
Thunderbowl Architects
300 Spring St. Suite 201
Email: ryan@thunderbowlarchitects.com
SHEET NUMBER
INTERIOR ELEVATION NUMBERS
SYMBOLS
3
A6.1
1
A4.3
DOOR SYMBOL14
1A
A
3
A6.1
DETAIL NUMBER
SHEET NUMBER
WINDOW SYMBOL
PARTITION TYPE
SHEET NUMBER
BUILDING SECTION NUMBER
SHEET NUMBER
ENLARGED DETAIL NUMBER
HOSE BIBB
REVISION
COLOR
FINISH MATERIAL
HB
JB
XX
X
1
(N)/(E) CONSTRUCTION
JUNCTION BOX
Aspen, Colorado
1320 MOUNTAIN VIEW DR.
GENERAL NOTES
PROJECT STATISTICS
TYPE:
OCCUPANCY:
OVERALL PROJECT HEIGHT AND AREA:
PROJECT SUMMARY:
CHANGE ORDER #1 SUMMARY:
Type V - Non-rated
Type R-3
Maximum Height 25'
NEW CONSTRUCTION OF A SINGLE FAMILY DWELLING
-4 BEDROOM
-4-1/2 BATHROOMS
NEW LANDSCAPE PLAN, NEW LANDSCAPE ARCHITECT
CONTRACTOR
A5.2
1
2
3
4
FOR ALL DRAWINGS EXCEPT
DETAILS
DIMENSIONING KEY
TICK LEADER DENOTES DIMENSION
TO FRAMING
DOT LEADER DENOTES DIMENSION
TO GRIDLINE/<
2'-2"3'-6"
ARROW LEADER DENOTES
DIMENSION TO FINISH
3'-5"
CHANGE ORDER #1
02.04.2020
SITE
1320 MOUNTAIN VIEW DR.
ASPEN, COLORADO
The work included under this contract consists of all labor, materials, transportation, tools and equipment necessary for the
construction of the project leaving all work ready for use.
The construction documents are the property of Thunderbowl Architects Inc and its Consultants and are to be used as
instruments of service for construction of this project only. Use for any other purpose, without authorization, is not
allowed.
The plans indicate the general extent of new construction necessary for the work, but are not intended to be all-inclusive.
All demolition and all new work necessary to allow for a finished job in accordance with the intention of the drawing is
included regardless of whether shown on the drawings or mentioned in the notes.
Any errors, omissions or conflicts found in the various parts of the construction documents shall be brought to the attention
of the Architect and the Owner for clarification before proceeding with the work.
The General Contractor shall maintain a current and complete set of the construction documents on the job site during all
phases of construction for use of all the trades and shall provide all the subcontractors with current and complete
construction documents as required including specifications and architectural supplementary instructions.
The General Contractor shall verify and assume responsibility for all dimensions and site conditions. The General
Contractor shall inspect the existing premises and take note of existing conditions prior to submitting prices. No claim shall
be allowed for difficulties encountered which could have reasonably been inferred from such an examination.
Written dimensions take precedence. Do not scale drawings.
See SYMBOLS area of this sheet for dimension standards.
All dimensions noted "verify" and "V.I.F." are to be checked by Contractor prior to construction. Immediately report any
variances to the Architect for resolution, then coordinate resolution w/ all work of all trades.
Coordinate all work with existing conditions, including but not limited to: irrigation pipes, electrical conduit, water lines, gas
lines, drainage lines, etc. Notify Architect immediately of any conflicts.
Provide adequate temporary support as necessary to assure the structural value or integrity of the building.
Protect all existing building and site conditions to remain, including walls, cabinets, finishes, trees and shrubs, paving, etc.
Details shown are typical. Similar details apply in similar conditions.
Verify all architectural details with structural, civil, landscape and design/build drawings before ordering or installation of
any work.
All changes in floor materials occur at centerline of door or framed opening unless otherwise indicated on the drawings.
Install all fixtures, equipment and materials per manufacturer's recommendations.
Verify clearances for flues, vents, chases, soffits, fixtures, etc. before any construction, ordering of, or installation of any
items of work.
Sealant, caulking and flashing, etc. locations shown on drawings are not intended to be inclusive. Follow manufacturer's
installation recommendations and standard industry and building practices.
The General Contractor shall remove all rubbish and waste materials of all subcontractors and trades on a regular basis,
and shall exercise a strict control over job cleaning to prevent any direct debris or dust from affecting, in any way, finished
areas in or outside job site.
Contractor shall leave premises and all affected areas clean and orderly, ready for occupancy. This includes cleaning of all
glass (inside and outside) and frames, both new and existing.
Any survey monuments within the area of construction shall be preserved or reset by a registered civil engineer or a
licensed land surveyor.
Verify all finish materials with the Architect and the Owner prior to installation. On site mock-ups of building assemblies,
finish assemblies, paint and/or stain samples, etc. may be required for approval.
Contractor to coordinate utilities shown on architectural drawings with electrical, plumbing, mechanical, and any other
consultant drawings. Contractor to coordinate all the trades.
Structural observation shall be required by the Engineer for structural conformance to the approved plans.
It is the General Contractors responsibility to obtain inspections and special inspections as necessary.
All construction to provide a waterproof, weather tight building. Contractor should flash and caulk as necessary to achieve
this requirement.
S. South
LIFT STUDIO LLC
CONTACT: Ryan Vugteveen
-
Aspen, CO 81611
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.
SHEET INDEX
NOT INCLUDED IN THIS SET
INCLUDED IN THIS SET
DATES ISSUEDSHEETTITLE
DELETED FROM SET
MECHANICAL DESIGN:
New York, NY 10018
29 W. 38th St
CONTACT: Erik Pfeiffer
ME Engineers Tel: (212) 447-6770
Email: erik.pfeiffer@me-engineers.com
Tel: (970) 349-5922
Email: geoff@coloradostructural.com
Tel: (970) 404-5610
Email: ryan@liftstudiolandscape.net
PE
R
M
I
T
S
E
T
5.
8
.
2
0
1
8
G-000 COVER
Z-101
PROPOSED FLOOR AREA CALCULATIONS
A-111 MAIN LEVEL FLOOR PLAN
A-121 UPPER LEVEL FLOOR PLAN
Tel: (970) 274-1421
A-001 SITE PLAN
Steeplechase Construction
CONTACT: Steve Waldeck
124 Totterdown Rd
Aspen, CO 81611
Tel: (970) 920-4079
Email: steve@steeplechaseconstruction.com
1320 MOUNTAIN VIEW LLC
CONTACT:
623 E. Hopkins Ave
Aspen, CO 81611
Tel: (970) 920-1280
Email:
A-101 FOUNDATION LEVEL PLAN
A-131 ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 SECTIONS
A-501 ASSEMBLY DETAILS
A-503 WINDOW AND DOOR DETAILS
Yarnell Consulting & Civil Design, LLC
CONTACT: Justin Yarnell
229 Midland Ave.
Basalt, CO 81621
Tel: (970) 323-7008
Email: justin@theyarnells.com
SURVEY SURVEY
Z-102
ZONING SUMMARY - RDS APPROVAL Z-100
C1 COVER SHEET
C1.1 GENERAL NOTES & ABBREVIATIONS
C2 EXISTING CONDITIONS & DEMO PLAN
L2.00 REMOVAL PLAN
A-401 ENLARGED STAIR
A-403 FIREPLACE DETAILS
A-700 INSULATION SCHEDULE
A-701 DOOR SCHEDULE
S100 GENERAL NOTES & DETAILS
S101
S102
FOUNDATION PLAN
MAIN FLOOR FRAMING PLAN
M-200.00 MECHANICAL PLAN- FOUNDATION LEVEL
A-702 WINDOW SCHEDULE
C3 SITE PLAN
C4 STORMWATER MGMT. NOTES
C4.1 STORMWATER MGMT. PLAN
C5 GRADING PLAN
C5.1 DRAINAGE PLAN (PROPOSED)
C6 UTILITY NOTES
C6.1 UTILITY PLAN
C7 FOUNDATION DRAIN PLAN
C8 HORIZONTAL CONTROL PLAN
C9.1 DETAILS
C9.2 DETAILS - CITY OF ASPEN
C9.3 DETAILS - SANITARY SEWER
C9.4 DETAILS - WATER
C9.5 DETAILS - STORMWATER MGMT.
EXISTING FLOOR AREA CALCULATIONS
A-112 MAIN LEVEL FINISH PLAN
A-113 MAIN LEVEL ENLARGED PLAN
A-114 MAIN LEVEL RCP
A-122 UPPER LEVEL FINISH PLAN
A-123 UPPER LEVEL ENLARGED PLAN
A-124 UPPER LEVEL RCP
A-302 SECTIONS
A-402 ENLARGED STAIR
S103 UPPER FLOOR FRAMING PLAN
S104 ROOF FRAMING PLAN
S201 DETAILS
A-102 FOUNDATION LEVEL RCP
G-001 FIRE AREA PLAN
M-201.00 MECHANICAL PLAN- MAIN LEVEL
M-202.00 MECHANICAL PLAN- UPPER LEVEL
M-203.00 MECHANICAL PLAN- ROOF
M-000.00 MECHANICAL LEGEND AND NOTES
P-200.00 PLUMBING PLAN- FOUNDATION LEVEL
P-201.00 PLUMBING PLAN- MAIN LEVEL
P-202.00 PLUMBING PLAN- UPPER LEVEL
P-203.00 PLUMBING PLAN- ROOF
GENERAL
SURVEY
CIVIL
LANDSCAPING
LCVR COVER/ NOTES/ INDEX
L0.01 NOTES
L0.02 MATERIALS AND PRODUCTS SCHEDULES
L1.00 LANDSCAPE DEVELOPMENT PLAN
L3.00 MATERIALS PLAN
ARCHITECTURE
STRUCTURAL
MECHANICAL
L3.01 SNOWMELT DIAGRAM
C9.6 DETAILS - STORMWATER MGMT.
P-000.00 PLUMBING LEGEND AND NOTES
P-010.00 PLUMBING SCHEDULES
G-002 EXCAVATION LAYBACK PLAN
CH
A
N
G
E
O
R
D
E
R
#
1
02
.
0
4
.
2
0
2
0
A-400 ENLARGED STAIR
L4.00 LAYOUT PLAN
L5.00 PLANTING PLAN
L6.00 PLANTING HYDROZONES
L7.00 LIGHTING PLAN
L8.00 DETAILS
L8.01 DETAILS
L8.02 DETAILS
L8.03 DETAILS
L8.04 DETAILS
PROJECT
SCALE
N/A
18017.00
G-000
COVER SHEET
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
06/03/2020
10'-0"
6
E
1
A
10
'
-
0
"
1
0
'
-
0
"
14
'
-
2
3
/
4
"
24'-4 1/2"
1'-5 1/4"
54'-8 1/2"
10
'
-
2
"
25'-0"
S02°00'00"W (CALC)
171.86'
S6
7
°
3
0
'
0
0
"
E
(
R
E
C
)
92
.
5
0
'
N05°18'00"E 180.19'
N7
3
°
2
4
'
3
8
"
W
(
C
A
L
C
)
76
.
8
9
'
#5 REBAR
NO CAP
BENCHMARK=7828.18'
YPC
LS# 2376
YPC
LS# 2376
YPC
LS# 16129
5.7' WIT. COR.
ED
G
E
O
F
P
A
V
E
M
E
N
T
DRIVEWAY
MO
U
N
T
A
I
N
V
I
E
W
D
R
I
V
E
60
.
0
'
R
.
O
.
W
.
LOT 5
LOT 7
LOT 6-8 BLOCK 2
S
5
2
°
1
9
'
1
8
"
W
6
0
0
.
1
8
'
CITY OF ASPEN
MONUMENT S-159
CITY OF ASPEN
MONUMENT NO. 11
N11°16'00
"
W
2319.37'
POB
LOT 6, BLK 1
16,261 SQFT +-
.0373 AC +-
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
01
0203
04
05
06
26.410.030
B.2: BUILDING ORIENTATION
MODERATE ORIENTATION
26.410.030
B.4: ONE STORY ELEMENT
OPTION 1: PROJECTING ONE-STORY ELEMENT
26.410.030
C.2: GARAGE PLACEMENT
OPTION 2: SIDE-LOADED GARAGE FORWARD OF
STREET-FACING FACADE
26.410.030
C.3: GARAGE DIMENSIONS
GARAGE: X'
LIVING AREA: >X'+5'
26.410.030
D.3: ENTRY PORCH
1 STORY MAX
SE
T
B
A
C
K
SE
T
B
A
C
K
SETBACK
ROOF
OVERHANG
ROOF
OVERHANG
PROPERTY LINE
7
8
2
7
'
7
8
2
8
'
78
2
9
'
PATIO
PATIO
PATIO
ROOF
7
8
2
9
'
7
8
2
8
'
7
8
2
7
'
78
2
6
'
7829'
EXISTING
TOPO
PROPOSED
TOPO
12' UTL.
DRAINAGE
EASEMENT
SETBACK
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
HOT TUB
07
A/C A/C
SOLAR PANELS
SOLAR PANELS
26.410.030
D.1: ENTRY CONNECTION
OPTION 2: OPEN FRONT PORCH
ROOF DECK
ROOF
BBQ
ELEVATION #GRADE ELEVATION
7827.50'
02
03
04
05
06
01
(NATURAL)
ROOF HEIGHT OVER TOPOGRAPHY
GRADE ELEVATION
(FINISHED)
MOST ROOF HEIGHT
OVER TOPO
ACTUAL
OVER MOST RESTRICTIVE
HEIGHT
RESTRICTIVE
24' 9"7828.99'7852.25'
12' 9-1/8"7841.16'
23' 10-1/4"
SURVEYOR
VERIFICATION
7828.39'
7827.29'
7829.00'
13' 10-3/8"
NATURAL
7852.25'7828.39'7829.50'
23' 10-1/4"7852.25'7828.39'7829.00'
12' 9-1/8"7841.16'7828.39'7829.00'
7829.37'7841.16'
07 7828.30'23' 11-3/8"7829.37'7852.25'
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
N
0 4 8 16
Scale: 1/8" = 1'-0"
SITE PLAN
1/8" = 1'-0"
1
A-001
PROJECT
SCALE
1/8" = 1'-0"
18017.00
A-001
SITE PLAN
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
1
1
1
1
1
06/03/2020
2'-1"12'-7 1/2"26'-1"7'-6"25'-5 1/2"
73'-9"
19
'
-
0
1
/
2
"
19
'
-
8
"
25
'
-
3
"
A
B
C
D
E
1 2 3 4 6
1
A-301
2
A-301 5
3'
-
6
"
67
'
-
5
1
/
2
"
2
A-202
1
A-201
2
A-201
1
A-202
1
A-302
KITCHEN
101
HALL
109
DINING
ROOM
102
LIVING ROOM
104
LAUNDRY
111
GARAGE
113
MUDROOM
112
MASTER
BATHROOM
107
MASTER
BEDROOM
106
MASTER
CLOSET
108
POWDER
110
ENTRY
HALL
100
STAIR
105
26.410.030
B.2: BUILDING ORIENTATION
MODERATE ORIENTATION
26.410.030
B.4: ONE STORY ELEMENT
OPTION 1: PROJECTING ONE-STORY ELEMENT
26.410.030
C.2: GARAGE PLACEMENT
OPTION 2: SIDE-LOADED GARAGE
FORWARD OF STREET-FACING FACADE
26.410.030
C.3: GARAGE DIMENSIONS
GARAGE: X'
LIVING AREA: >X'+5'
26.410.030
C.4: GARAGE DOOR DESIGN
OPTION 2: APPEARANCE OF
TWO SEPARATE DOORS
26.410.030
D.1: ENTRY CONNECTION
OPTION 2: OPEN FRONT PORCH
26.410.030
D.2: DOOR HEIGHT
8' MAX DOOR HEIGHT
26.410.030
D.3: ENTRY PORCH
1 STORY MAX
26.410.030
E.1: PRINCIPAL WINDOW
OPTION 2: WINDOW GROUP GREATER
THAN 4'X4'
26.410.030
E.2: WINDOW PLACEMENT
1 STORY MAX
FAMILY ROOM
103
UP23R @ 6"
12" T TYP
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
TI
L
E
WO
O
D
WOOD
WOOD CONC
106B
107A
106A
110A
111A
113A
100A
104A
TILE WOOD
101A
102A
108A
113A
112A 113B
103B
103A
100B
100C
5/8 " TYPE X GWB
F.P.
ACCESS
HATCH
D
11
'
-
7
1
/
2
"
6
1
/
2
"
5
1
/
2
"
14
'
-
1
1
1
/
2
"
5
1
/
2
"
5
1
/
2
"
18
'
-
8
"
5
1
/
2
"
18
'
-
1
1
/
2
"
5
1
/
2
"
9'-7 1/4"5 1/2"7'-9 1/4"5 1/2"4'-0"5 1/2"13'-0 1/2"5 1/2"25'-0"5 1/2"
6'
-
9
1
/
4
"
3'
-
6
"
8'
-
0
"
7'
-
0
"
4'
-
5
1
/
2
"
2'
-
8
1
/
2
"
7'
-
1
1
1
/
2
"
8'
-
9
1
/
2
"
9'
-
6
3
/
4
"
10
'
-
3
3
/
4
"
20'-9 1/2"4'-9"10'-0"
ACCESS
HATCH
15'-5 7/8"
18
'
-
1
1
/
2
"
EQ
3'
-
0
"
3'
-
0
1
/
2
"
16
'
-
7
1
/
2
"
EQ
4'
-
3
3
/
8
"
4'
-
3
3
/
8
"
6'
-
3
3
/
8
"
3'-9 1/4"
40'-9 1/2"
5 1/2"5 1/2"
46'-2 1/2"
38
'
-
8
1
/
2
"
HOT TUB
8' x 8'
113C
BUILT-IN
PATIO
PATIO
PATIO
ROOF ABOVE
107A
DRIVEWAY
ST
O
N
E
CO
N
C
102A
UP24R @ 6-3/16"
12" T TYP
PARKING
SPACE:
18'H X
8.5'W X
7'H
PARKING
SPACE:
18'H X
8.5'W X
7'H
ROOF ABOVE
DN
T.O. GARAGE F.F.
+99'-8-1/2"
A/C
1
A-400
1
A-403
100A
1
A-402
3
A-113
1
A-113
1
A-113
EDGE OF DRIVEWAY
4
A-113
2
A-113
T.O. SIDE ENTRY F.F.
+99'-8-1/2"
5 1/2"
4'-9 5/8"
T.O. EXTERIOR F.F.
+99-7-1/2"
5
1
/
2
"
FD FD
10
A-501
12
A-501
8"8"
5
1
/
2
"
5
1
/
2
"
CONC
5'-6"
4'
-
8
1
/
2
"
5
1
/
2
"
5
1
/
2
"
11
'
-
0
"
5
1
/
2
"
5
1
/
2
"
5
1
/
2
"
20'-8"4'-0"
5
1
/
2
"
7'
-
0
"
5
1
/
2
"
5 1/2"EQ EQ 5 1/2"
12
A-501
11
A-501
71'-8"
25'-5 1/2"
25
'
-
3
"
2'-6"
33'-5 1/2"
EDGE OF DRIVEWAY
28
'
-
9
"
UTILITY METER
WATER FOR
ICE MAKER
HOSE BIB
HOSE BIB
HOSE BIB
HOSE BIB
WO
O
D
CO
N
C
DN
FD
T.O. PATIO F.F.
+100'-1"
T.O. PATIO F.F.
+100'-1"
T.O. EXTERIOR F.F.
+100'-1"
T.O. PATIO F.F.
+100'-1"
RADON VENTILATION
PIPE LOCATION
ELECTRIC PANEL
ELECTRIC CAR
HOOK-UP
2'-0"
1'-6"
13'-6"6'-0"
8'
-
0
"
1'
-
1
1
1
/
2
"
1'
-
1
1
3
/
8
"
HOOD
TBD
OPEN TO ABOVE
OPEN TO ABOVE
1'
-
1
1
"
13
'
-
6
"
BE
N
C
H
TI
L
E
WO
O
D
107C
107B
TILE WOOD
107B 111A
EGRESS
1'-6"
3'
-
0
"
6'-6 1/4"
5 1/2"
6'-11 3/4"11'-6"
9'-0 1/2"
8'
-
2
3
/
4
"
2'-0"
4'
-
0
"
5 1/2"4'-5 1/2"
5 1/2"5 1/2"
4'
-
0
"
2'-0"3'-6 1/2"2'-0"
13'-4 1/2"5 1/2"
8'-6"
5 1/2"
5'-0"
5
1
/
2
"
4"
5 1/2"
W
WASHER BOX
REF FRZ
DW
DW
EQ
EQ
A/C
N
0 2 4 8
Scale: 3/16"=1'-0"
MAIN LEVEL FLOOR PLAN
3/16" = 1'-0"
1
A-111
PROJECT
SCALE
3/16" = 1'-0"
18017.00
A-111
MAIN LEVEL
FLOOR PLAN
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS FLUSH FINISH. FURR
WALLS OR CONTINUE PLYWOOD TO MAINTAIN THE REQUIRED FLUSH FINISH.
OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH.
PROVIDE BLOCKING FOR ALL ARTWORK, TOWEL BARS AND TISSUE HOLDERS, TYP.
PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FIXTURES, UNDER
AND AROUND TUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70" MIN. ABOVE THE
DRAIN INLET. , OR APPROVED BACKER BOARD UNDER TILE.
FINISH MATERIALS FOR ALL BATHS, SHOWERS, WALLS AT SHOWER ENCLOSURES SHALL
HAVE A SMOOTH, HARD, NON-ABSORBANT SURFACE SUCH AS TILES/CERAMIC TILES,
PORTLANT CEMENT OR EQ.
1.
2.
3.
4.
5.
LEGEND SEE A0.00 FOR SYMBOLS
NOT SHOWN HERE.
FLOOR PLAN
GENERAL NOTES
(E) CONST. TO BE REMOVED
OR
NEW MASONRY WALL
2 HOUR RATED CONST.
1 HOUR RATED CONST.
NEW CONSTRUCTION
EXISTING CONSTRUCTION
1
1
1
1 1 1
1
1
06/03/2020
A
B
C
D
E
1 2 3 4 6
1
A-301
2
A-301 5
2
A-202
1
A-201
2
A-201
1
A-202
1
A-302
UP23R @ 6"
12" T TYP
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
TI
L
E
WO
O
D
TI
L
E
WO
O
D
WOOD
WOOD CONC
TILE WOOD
F.P.
ACCESS
HATCH
W
ACCESS
HATCH
HOT TUB
8' X 8'
BUILT-IN
ST
O
N
E
CO
N
C
UP
24R @ 6-3/16"
12" T TYP
DN
FD FD
OPEN TO ABOVE
PATIO
CONCRETE
PATIO
CONCRETE
PATIO
CONCRETE
PATIO
CONCRETE
DRIVEWAY
CONCRETE
CONCRETE
METAL STAIR
T.O. GARAGE F.F.
+99'-8-1/2"
OPEN TO ABOVE
CONC
DN
A/C
KITCHEN
101
WOOD
HALL
109
WOOD
DINING
ROOM
102
WOOD
LIVING ROOM
104
WOOD
LAUNDRY
111
TILE
GARAGE
113
CONCRETE
MUDROOM
112
WOOD
MASTER
BATHROOM
107
TILE
MASTER
BEDROOM
106
WOOD
MASTER CLOSET
108
WOOD
POWDER
110
TILE
ENTRY
HALL
100
WOOD
STAIR
105
FAMILY ROOM
103
WOOD
TILE WOOD
D
A/C
N
0 2 4 8
Scale: 3/16"=1'-0"
MAIN LEVEL FINISH PLAN
3/16" = 1'-0"
1
A-112
PROJECT
SCALE
3/16" = 1'-0"
18017.00
A-112
MAIN LEVEL
FINISH PLAN
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS FLUSH FINISH. FURR
WALLS OR CONTINUE PLYWOOD TO MAINTAIN THE REQUIRED FLUSH FINISH.
OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH.
PROVIDE BLOCKING FOR ALL ARTWORK, TOWEL BARS AND TISSUE HOLDERS, TYP.
PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FIXTURES, UNDER
AND AROUND TUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70" MIN. ABOVE THE
DRAIN INLET. , OR APPROVED BACKER BOARD UNDER TILE.
FINISH MATERIALS FOR ALL BATHS, SHOWERS, WALLS AT SHOWER ENCLOSURES SHALL
HAVE A SMOOTH, HARD, NON-ABSORBANT SURFACE SUCH AS TILES/CERAMIC TILES,
PORTLANT CEMENT OR EQ.
1.
2.
3.
4.
5.
FLOOR PLAN
GENERAL NOTES
FINISH MATERIAL KEY
WOOD FLOORING
CONCRETE FLOORING
TILE FLOORING
1
1
06/03/2020
T.O. UPPER LEVEL PLY
+111'-6"
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
T.O. SLAB
+93'-5-3/8"
112A
102A
113B
200A
123465
6'
-
6
5
/
8
"
11
'
-
6
"
11
'
-
5
1
/
2
"
25' MAX HEIGHT OFFSET LINE
FINISHED GRADE
NATURAL GRADE
VERTICAL WOOD SIDINGT
02
03 04
05
12
'
-
9
1
/
8
"
23
'
-
1
0
1
/
4
"
12
'
-
9
1
/
8
"
23
'
-
1
0
1
/
4
"
6'-0"
26.410.030 B.4 ONE STORY
ELEMENT: OPTION 1
26.410.030 C.4 GARAGE DOOR
DESIGN: OPTION 2
102A
25
'
-
0
"
1'
-
7
1
/
4
"
T.O. ROOF FIN.
+122'-11-1/2"
T
2
A-301
CRAWLSPACE SLAB
HORIZONTAL WOOD SIDING
A/C UNITS
T.O. MAIN LEVEL FINISH
+100'-2-1/2"
10
'
-
0
"
07
23
'
-
1
1
3
/
8
"
BASE FLASHING
T
207A
208A
200A
101A113A
100C100A
ABCDE
6'
-
6
5
/
8
"
11
'
-
6
"
11
'
-
5
1
/
2
"
EGRESS
T
T
T
T
25' MAX HEIGHT OFFSET LINE
FINISHED GRADE
NATURAL GRADE
26.410.030 B.4 ONE STORY
ELEMENT: OPTION 18'
-
0
"
02
03 04
05
26.410.030 D.2 DOOR HEIGHT: 8' MAX
12
'
-
9
1
/
8
"
23
'
-
1
0
1
/
4
"
23
'
-
1
0
1
/
4
"
12
'
-
9
1
/
8
"
T T
26.410.030 D.1 ENTRY
CONNECTION: OPTION 2
26.410.030 D.3 ENTRY PORCH: 1 STORY MAX
26.410.030 E.2 WINDOW
PLACEMENT: 1 STORY MAX
26.410.030 E.1 PRINCIPAL
WINDOW: OPTION 1
25
'
-
0
"
7
1
/
4
"
3'
-
6
"
9'
-
0
"
100A
1
A-301
1
A-302
CRAWLSPACE SLAB
HORIZONTAL WOOD SIDING
100B
T.O. UPPER LEVEL PLY
+111'-6"
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
T.O. SLAB
+93'-5-3/8"
T.O. ROOF FIN.
+122'-11-1/2"
T.O. MAIN LEVEL FINISH
+100'-2-1/2"
10
'
-
0
"
EQ EQ
0 2 4 8
Scale: 3/16"=1'-0"
SOUTH ELEVATION
3/16" = 1'-0"
2
A-201
EAST ELEVATION
3/16" = 1'-0"
1
A-201
PROJECT
SCALE
3/16" = 1'-0"
18017.00
A-201
EXTERIOR
ELEVATIONS
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
ALL ROOF PITCHES SHALL BE AS SHOWN ON THE ROOF PLAN.
VERIFY FRAMING HEIGHTS FOR WINDOWS AND DOORS WITH SELECTED
MANUFACTURERS ROUGH OPENING SPECIFICATIONS.
ALL DOWNSPOUTS TO BE TIED INTO PERIMETER DRAIN SYSTEM IF EXISTING OR
PROPOSED - UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY ALL DOWNSPOUT
LOCATIONS.
CONTRACTOR SHALL VERIFY ALL EXTERIOR MATERIALS, FINISHES, AND COLORS WITH
THE OWNER AND THE ARCHITECT PRIOR TO INSTALLATION OR APPLICATION.
IF PROVIDED, SEE ENLARGED WALL SECTIONS FOR TYPICAL EXTERIOR ASSEMBLIES.
1.
2.
3.
4.
5.
ELEVATION / SECTION
GENERAL NOTES
1
1
1
11
06/03/2020
1 2 3 4 65
204B
6'
-
6
5
/
8
"
11
'
-
6
"
11
'
-
5
1
/
2
"
25' MAX HEIGHT OFFSET LINE
FINISHED GRADE
NATURAL GRADE
01
T107AT
T
113C
24
'
-
9
"
WOOD SIDING
25
'
-
0
"
7
1
/
8
"
2
A-301
CRAWLSPACE SLAB
T.O. UPPER LEVEL PLY
+111'-6"
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
T.O. SLAB
+93'-5-3/8"
T.O. ROOF FIN.
+122'-11-1/2"
DRYER VENT
UTILITY METER
BASE FLASHING
HOSE BIB
6"
T.O. MAIN LEVEL FINISH
+100'-2-1/2"
107B 108A 111A
205A
EGRESS
205B
T
A/C A/C
103A 104A 106B
200B
204A
A B C D E
6'
-
6
5
/
8
"
11
'
-
6
"
11
'
-
5
1
/
2
"
T T T T T T T T T
EGRESS
25' MAX HEIGHT OFFSET LINE
FINISHED GRADE
NATURAL GRADE
01
06
13
'
-
1
0
3
/
8
"
24
'
-
9
"
202A
EGRESS WOOD SIDING
25
'
-
0
"
1'
-
6
"
1
A-301
1
A-302
CRAWLSPACE SLAB
HOT TUB
T.O. UPPER LEVEL PLY
+111'-6"
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
T.O. SLAB
+93'-5-3/8"
T.O. ROOF FIN.
+122'-11-1/2"
HOSE BIB
T.O. MAIN LEVEL FINISH
+100'-2-1/2"
111C
T T
203ATT
0 2 4 8
Scale: 3/16"=1'-0"
NORTH ELEVATION
3/16" = 1'-0"
2
A-202
WEST ELEVATION
3/16" = 1'-0"
1
A-202
PROJECT
SCALE
3/16" = 1'-0"
18017.00
A-202
EXTERIOR
ELEVATIONS
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
ALL ROOF PITCHES SHALL BE AS SHOWN ON THE ROOF PLAN.
VERIFY FRAMING HEIGHTS FOR WINDOWS AND DOORS WITH SELECTED
MANUFACTURERS ROUGH OPENING SPECIFICATIONS.
ALL DOWNSPOUTS TO BE TIED INTO PERIMETER DRAIN SYSTEM IF EXISTING OR
PROPOSED - UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY ALL DOWNSPOUT
LOCATIONS.
CONTRACTOR SHALL VERIFY ALL EXTERIOR MATERIALS, FINISHES, AND COLORS WITH
THE OWNER AND THE ARCHITECT PRIOR TO INSTALLATION OR APPLICATION.
IF PROVIDED, SEE ENLARGED WALL SECTIONS FOR TYPICAL EXTERIOR ASSEMBLIES.
1.
2.
3.
4.
5.
ELEVATION / SECTION
GENERAL NOTES
1
1
1
1
11
1 1 1
06/03/2020
ABCDE
6'
-
6
5
/
8
"
5'
-
8
1
/
2
"
11
'
-
5
1
/
2
"
25' MAX HEIGHT OFFSET LINE
FINISHED GRADE
NATURAL GRADE
MASTER
CLOSET
108
LIVING
ROOM
104
DINING
ROOM
102
6" RISE/ 12" RUN
*STAIRS TO FOLLOW
2015 IRC R311.7 CODE
BEDROOM 2
205 ROOF DECK
209
5'
-
9
1
/
2
"
-WOOD MATERIALS TO BE
PROTECTED FROM DECAY PER
R317.1.5
-WATERPROOF MEMBRANE TO
EXTEND A MIN. OF 6" ABOVE
GRADE
-CAPILLARY BREAK SEPARATING
CONCRETE FROM WOOD
10
'
-
2
1
/
4
"
5'
-
6
"
1'
-
3
1
/
8
"
21
'
-
3
3
/
8
"
15
'
-
0
"
1'
-
5
5
/
8
"
T.O. UPPER LEVEL PLY
+111'-6"
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
T.O. SLAB
+93'-5-3/8"
T.O. ROOF FIN.
+122'-11-1/2"
7
A-501
2
A-501
2
A-501
1
A-501
8
A-501
5
A-501
3
A-503
2
A-503
4
A-403
7
A-501
10
A-501
9
A-501
9
A-501
T.O. LANDING
+105'-8-1/2"
5'
-
8
1
/
2
"
10
'
-
2
1
/
4
"
1'
-
3
3
/
4
"
9'
-
9
3
/
8
"
T.O. MAIN LEVEL FINISH
+100'-2-1/2"
MASTER
BATH
107
123465
6'
-
6
5
/
8
"
5'
-
8
1
/
2
"
11
'
-
5
1
/
2
"
10
'
-
2
1
/
4
"
1'
-
3
3
/
4
"
9'
-
9
3
/
8
"
5'
-
6
"
1'
-
3
1
/
8
"
5'
-
8
1
/
2
"
GARAGE
113
3'
-
0
"
6"
1'-0"
25' MAX HEIGHT OFFSET LINE
FINISHED GRADE
NATURAL GRADE
5'
-
9
1
/
2
"
MUD
ROOM
116
STAIR
105
MASTER
BEDROOM
106
6" RISE/ 12" RUN
*STAIRS TO FOLLOW
2015 IRC R311.7 CODE
-WOOD MATERIALS TO BE
PROTECTED FROM DECAY PER
R317.1.5
-WATERPROOF MEMBRANE TO
EXTEND A MIN. OF 6" ABOVE
GRADE
-CAPILLARY BREAK SEPARATING
CONCRETE FROM WOOD
GUARDRAIL @ 36"
AFF. PER R312.1
GUEST
BEDROOM
208
7
A-501
6"
15
'
-
0
"
10
'
-
8
1
/
4
"
T.O. UPPER LEVEL PLY
+111'-6"
T.O. MAIN LEVEL PLY
+100'-0"
(7829.29' U.S.G.S.)
T.O. SLAB
+93'-5-3/8"
T.O. ROOF FIN.
+122'-11-1/2"
3
A-400
7
A-501
2
A-501
2
A-501
1
A-501
8
A-501
7
A-503
6
A-503
8
A-501
8
A-501
10
A-501
10
A-501
9
A-501
9
A-501
8
A-501
11
A-503
10
A-503
BEDROOM 1
202
T.O. LANDING
+105 '-8-1/2"
T.O. MAIN LEVEL FINISH
+100'-2-1/2"
4'
-
1
1
9
/
1
6
"
4"
0 2 4 8
Scale: 3/16"=1'-0"
PROJECT
SCALE
3/16" = 1'-0"
18017.00
A-301
SECTIONS
SECTION 1
3/16" = 1'-0"
1
A-301
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
SECTION 2
3/16" = 1'-0"
2
A-301
ALL ROOF PITCHES SHALL BE AS SHOWN ON THE ROOF PLAN.
VERIFY FRAMING HEIGHTS FOR WINDOWS AND DOORS WITH SELECTED
MANUFACTURERS ROUGH OPENING SPECIFICATIONS.
ALL DOWNSPOUTS TO BE TIED INTO PERIMETER DRAIN SYSTEM IF EXISTING OR
PROPOSED - UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY ALL DOWNSPOUT
LOCATIONS.
CONTRACTOR SHALL VERIFY ALL EXTERIOR MATERIALS, FINISHES, AND COLORS WITH
THE OWNER AND THE ARCHITECT PRIOR TO INSTALLATION OR APPLICATION.
IF PROVIDED, SEE ENLARGED WALL SECTIONS FOR TYPICAL EXTERIOR ASSEMBLIES.
1.
2.
3.
4.
5.
ELEVATION / SECTION
GENERAL NOTES
1
06/03/2020
3
A-402
1
A-402
11
'
-
6
"
T.O. UPPER LEVEL PLY
+111'-6"
T.O. MAIN LEVEL PLY
+100'-0"
6
3
/
1
6
"
V
I
F
3'
-
0
"
HANDRAIL @ 36"
AFF. *DIMS/
CLEARANCES PER
2015 IRC R311.7.8
2
A-402
3'
-
6
"
A
DN
24R @ 6-3/16" VIF
12" T TYP
4
A-402
25'-0"
3'-0"1'-0"
HANDRAIL
3'
-
0
"
PROJECT
SCALE
AS NOTED
18017.00
A-402
ENLARGED
STAIR
CO
P
Y
R
I
G
H
T
2
0
1
9
T
H
U
N
D
E
R
B
O
W
L
A
R
C
H
I
T
E
C
T
S
AS
P
E
N
,
C
O
PA
R
C
E
L
I
D
#
27
3
5
0
1
3
0
8
0
0
5
13
2
0
M
O
U
N
T
A
I
N
V
I
E
W
D
R
.
C
TH
U
N
D
E
R
B
O
W
L
AR
C
H
I
T
E
C
T
S
THUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DATE
5.8.2018 PERMIT SET
02.04.2020 CHANGE ORDER 11
ENLARGED EXTERIOR STAIR PLAN
1/2" = 1'-0"
1
A-402
3
A-402
2
A-402
ENLARGED EXTERIOR STAIR ELEVATION
1/2" = 1'-0"
4
A-402
1-1/2" = 1'-0"
STAIR TREAD DETAIL
OPEN RISER
1
11
16
"
V
I
F
4
1
/
2
"
M
A
X
1"
1'-1"
GLASS RAILING
MATAL STRINGER, SIZING TBD
METAL TREAD. MOUNTING
TO STRINGER TBD
1-1/2" = 1'-0"
STAIR RAILING
36
"
HANDRAIL
METAL TREAD
GLASS GUARDRAIL
1
06/03/2020