HomeMy WebLinkAboutChange Order.1419 Crystal Lake Rd.0113.2018.ARBKCIVIL ENGINEER:
COL.
C.O.
CEILING HEIGHT A.F.F.+13'-11"
PROJECT ADDRESS:
PARCEL ID:
FIRE SPRINKLER SYSTEM INSTALLED:
APPLICABLE CODES:
·2009 IRC (International Residential Code) Chapters 1-10
·2009 IRC appendixes:
·Manufactured homes, F: Radon, J: Existing Buildings & Structures, H:Patio Covers, K: Sound Transmission.
·2009 IPC (International Plumbing Code)
·2009 IMC (International Mechanical Code)
·2009 IFGC (International Fuel Gas Code)
·2009 IECC (International Energy Conservation Code)
·2009 IFC (International Fire Code)
·2014 NEC (National Electrical Code)
1419 CRYSTAL LAKE RD, ASPEN COLORADO 81611
2737-181-32-017
YES
R-15
5240.6 allowable, 6374.47 existing, 6343.83 proposed
Residential
SEE SITE PLAN
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: Joe Jangro
CONTACT: Matthew Smith
STRUCTURAL ENGINEER:
LANDSCAPE ARCHITECT:
OWNER/CLIENT:
ARCHITECT:
Aspen, CO 81611
Thunderbowl Architects
300 Spring St. Suite 201
Tel: (970) 618-1645
Email: matthew@thunderbowlarchitects.com
Big Dog LLC
911 Ponte Vedra Blvd
Ponte Vedra Beach, FL 32082
Tel: (904) 472-8707
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
1419 CRYSTAL LAKE RD.
GENERAL NOTES
PROJECT STATISTICS
TYPE:
OCCUPANCY:
OVERALL PROJECT HEIGHT AND AREA:
PROJECT SUMMARY:
Type V - Non-rated
Type R-3
Existing Building - No Net Change to height or area
INTERIOR/EXTERIOR REMODEL ON A SINGLE FAMILY HOME
WITH SITE IMPROVEMENTS.
Carbondale, CO 81623
592 Highway 133
CONTACT: Jay Engstrom
Roaring Fork Engineering Tel: (970) 948-7474
CONTRACTOR
Email: jaye@rfend.biz
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
APRIL 18, 2018
SITE
1419 CRYSTAL LAKE DR.
ASPEN, CO
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
Tel: (970) 379-7869Connect One Design LLC
CONTACT: Gyles Thornley
435 N 8th Street
Carbondale, CO 81623
Email: gt@connectonedesign.com
Tel: (970) 329-3709Clearwater Construction Management
CONTACT: John Blatz
P.O. Box 6236
Snowmass Village, CO 81615
Email: jblatz@ccmaspen.com
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
G001 COVER
Z002 WALL DEMO CALCS
Z003 ROOF DEMO CALCS
Z004 LOWER LEVEL FLOOR AREA CALCS
A101-X EXISTING LOWER LEVEL
A102-X EXISTING MAIN LEVEL
A103-X EXISTING UPPER LEVEL
A104-X EXISTING ROOF PLAN
Z006 UPPER LEVEL FLOOR AREA CALCS
Z001 ZONING SUMMARY
A101-D DEMO LOWER LEVEL
A102-D DEMO MAIN LEVEL PERMIT SETMay 25 2017Z005 MAIN LEVEL FLOOR AREA CALCS
A104-D DEMO ROOF PLAN
A103-D DEMO UPPER LEVEL
Tel: (970) 945-1006Oddo Engineering Inc.
CONTACT: Bob Oddo
713 Cooper Avenue, Suite 200
Glenwood Springs, CO 81601
Email: bob@oddogws.com
A101
A102
A103
A104
A201-X
A202-X
A202
A201
A301
A302
A303
A702-X
A701-X
A703-X
A701-D
A702-D
A703-D
A501
A502
A602
A503
LOWER LEVEL
MAIN LEVEL
UPPER LEVEL
ROOF PLAN
EXISTING ELEVATIONS
EXISTING ELEVATIONS
PROPOSED ELEVATIONS
PROPOSED ELEVATIONS
PROPOSED BUILDING SECTIONS
PROPOSED BUILDING SECTIONS
PROPOSED BUILDING SECTIONS
EXISTING LOWER LEVEL RCP
EXISTING MAIN LEVEL RCP
EXISTING UPPER LEVEL RCP
DEMO MAIN LEVEL RCP
DEMO LOWER LEVEL RCP
DEMO UPPER LEVEL RCP
ASSEMBLIES
DETAILS
DETAILS
INTERIOR DOOR SCHEDULE
G002 AREA PLANS
A001 SITE PLAN
A603 INSULATION SCHEDULE
A702
A701
A703
PROP LOWER LEVEL RCP
PROP MAIN LEVEL RCP
PROP UPPER LEVEL RCP
A601 WINDOW AND DOOR SCHEDULE CHANGE ORDER #1APRIL 18 2018PROJECT
SCALE
COVER
SHEET
16019.00
G-001
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
04/23/201806/19/2018
justinh
SEE NOTES #1 PLANS
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
17
15
13
14
16
13
1 2
43 5
6
7
8
9
10
11 12 14
15
16
17
18
19
20
21
22
23 24
25'-8 1/4"10'-9 1/2"6'-7 1/4"9'-9 3/4"6'-7"
285.55 SQ. FT.
TOTAL WALL AREA
148.26 SQ. FT.
DEMO 1'-7"5'-1 3/4"CHANGE IN DEMO CALCULATIONS
ADDITIONAL CALCULATIONS
FAMILY ROOM - 45.6 SF
STAIR - 13.1 SF
MASTER BATH - 20.5 SF
TOTAL - 79.2 SF
SUBTRACTION CALCULATIONS
JOE'S CLOSET - 40.9 SF
ADJUSTED LIVING ROOM WDW - 16.4 SF
POWDER AND UPPER WDW - 6.3 SF
TOTAL - 63.6 SF
AREA OF DEMOLITION REMOVED
FROM CALCULATIONS
AREA OF DEMOLITION ADDED
TO CALCULATIONS
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
1
3
5
7
4
10
19
6
8
12
2
13
9
11
17
18
15
14
16
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
1
7
10
19
8
12
2
9
1117
16
18
24
23
22
20
21
PROJECT
SCALE
WALL DEMO
CALCULATIONS
16019.00
Z-002
EXISTING UPPER LEVEL
1/16" = 1'-0"
3
Z-002 0 8 16 32
Scale: 1/16" = 1'-0"
EXISTING MAIN LEVEL
1/16" = 1'-0"
2
Z-002 0 8 16 32
Scale: 1/16" = 1'-0"
EXISTING LOWER LEVEL
1/16" = 1'-0"
1
Z-002 0 8 16 32
Scale: 1/16" = 1'-0"
WALL DEMO AREA
1/8" = 1'-0"
4
Z-002 0 4 8 16
Scale: 1/8" = 1'-0"
WALL DEMOLITION
LEGEND
EXISTING WALL
NEW WALL FENESTRATION
WALL AREA TO BE REMOVED
EXISTING VENEER OF LOG TO BE
REMOVED - REMAINING PORTION
TO REMAIN
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
04/23/2018
07/12/2018
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
1 2 3
4 5 6
7 8 9
10
30'-10 7/8"9'-1 3/8"3'-6 7/8"9'-1 3/8"9'-1 3/16"9'-1 3/8"9'-1 3/8"7'-9 1/4"7'-9 1/32"9'-1 3/8"8'-7 3/8"8'-7 3/8"14'-8 3/4"
19'-6 7/8"
18'-11 1/8"35'-10 1/4"
38'-6"
4'-8"26'-3 11/32"
46'-11 1/4"
350.91 sq ft
40.20 sq ft 226.22 sq ft
301.73 sq ft 147.08 sq ft
281.22 sq ft
411.68 sq ft
32.57 sq ft 134.02 sq ft
21.46 sq ft
7
1
4
3
2
6
5
9 8
10
38'-6"
26'-3 11/32"4'-8"35'-10 1/4"18'-11 1/8"19'-6 7/8"30'-10 7/8"3'-6 7/8"14'-8 3/4"46'-11 1/4"INTERIOR SPACE
3270.45 sq ft8'-7 3/8"177.38 sq ft
EXISTING GRADE
PROPOSED GRADE
57.52 sq ft
EXISTING GRADE
PROPOSED GRADE
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
7
1
4
3
2
6
5
9 8
10
38'-6"
26'-3 11/32"4'-8"35'-10 1/4"18'-11 1/8"19'-6 7/8"30'-10 7/8"3'-6 7/8"14'-11 1/8"46'-11 1/4"INTERIOR SPACE
3270.28 sq ft
1 2 3
4 5 6
7 8 9
10
30'-10 7/8"9'-1 3/8"3'-6 7/8"9'-1 3/8"9'-1 3/16"9'-1 3/8"9'-1 3/8"8'-1 3/8"8'-1 3/8"9'-1 3/8"8'-7 3/8"8'-7 3/8"14'-8 3/4"
19'-6 7/8"
18'-11 1/8"35'-10 1/4"
38'-6"
4'-8"26'-3 11/32"
46'-11 1/4"
350.91 sq ft
40.20 sq ft 226.22 sq ft
301.73 sq ft 147.08 sq ft
57.52 sq ft
281.22 sq ft
407.38 sq ft
32.57 sq ft 134.02 sq ft
19.95 sq ft
15'-11"4'-11 1/4"8'-7 3/8"120.88 sq ft
PROJECT
SCALE
LOWER LEVEL
FLOOR AREA
CALCULATIONS
3/32" = 1'-0"
16019.00
Z-004PROPOSED LOWER LEVEL
3/32" = 1'-0"
2
Z-004 0 4 8 16
Scale: 3/32"=1'-0"
EXISTING LOWER LEVEL
3/32" = 1'-0"
1
Z-004 0 4 8 16
Scale: 3/32"=1'-0"
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
04/23/2018
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
INTERIOR SPACE
2695.51 sq ft
GARAGE SPACE
814.81 sq ft
DECK SPACE
1609.38 sq ft
1
3
5
7
4 6
2
18
8
17
9
10
11131514
16
28'-0"17'-6 1/2"
137.73 sq ft
18'-0"43'-5 5/32"
347.32 sq ft
310'-6"3'-3 1/4"
34.34 sq ft
57.09 sq ft 238.45 sq ft 55.98 sq ft
410'-6"5'-5 1/4"
510'-6"22'-9 3/8"
6 10'-6"1'-6"18'-11 7/8"8'-4 5/8"
7
267.25 sq ft
5'-5 1/4"10'-6"8'-0"23'-5 1/2"
18
187.67 sq ft
187.66 sq ft
8'-0"30'-6 25/32"
17
244.51 sq ft
244.51 sq ft10'-6"47'-0 1/4"
16
450.17 sq ft12'-0"28'-9 9/32"
331.12 sq ft
8 10'-6"1'-6"18'-7 11/32"24'-4"
9
478.87 sq ft
10'-6"23'-7"
10
247.63 sq ft
10'-6"12'-1 9/16"
11
127.37 sq ft 14.88 sq ft
12
1'-5"10'-6"52.5 sq ft
13
5'-0"10'-6"14.88 sq ft
14
1'-5"10'-6"51.13 sq ft
15
4'-10 7/16"10'-6"DECK SPACE
fixed grill
27.55 sq ft
DECK SPACE (remainder is exempt front porch)
130.44 sq ft
spa
12
14.13 sq ft
2.60 sq ft
48.66 sq ft
1.12 sq ft.75 sq ft
EXISTING GRADE
PROPOSED GRADE
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
28'-0"17'-6 1/2"
1
3
54
10
18
6
8
12
13
9
11
16
15
1415B
15C
16A
16B
16C
15A
17
18'-0"43'-5 5/32"
347.42 sq ft
310'-6"3'-3 1/4"
34.34 sq ft 57.09 sq ft
238.45 sq ft
410'-6"5'-5 1/4"
510'-6"22'-9 3/8"
6
12'-0"37'-1 7/8"10'-6"1'-6"18'-11 7/8"8'-4 5/8"
7
267.25 sq ft
411.27 sq ft
5'-5 1/4"10'-6"8 12'-0"19'-4"
232.00 sq ft
12'-0"15'-3 23/32"
183.73 sq ft
9 10
8'-0"23'-5 1/2"
18
187.67 sq ft
187.67 sq ft
8'-0"17
244.51 sq ft
244.51 sq ft10'-6"47'-0 1/4"
16
450.17 sq ft
1'-9 9/16"2'-9 1/2"1'-9 9/16"8'-2"8'-2"22.8 sq ft
8'-2"14.7 sq ft 14.7 sq ft
16C16B16A
1'-9 9/16"2'-9 1/2"1'-9 9/16"8'-2"8'-2"22.8 sq ft
8'-2"14.7 sq ft 14.7 sq ft
15C15B15A
5'-4"8'-2"5'-4"8'-2"10'-6"15'-1 3/8"
15
115.14 sq ft10'-6"23'-5 11/32"
11
246.20 sq ft
10'-6"374.17 sq ft
10'-6"81.05 sq ft
10'-6"38.50 sq ft
3'-8"7'-8 5/8"35'-7 5/8"
12 13 14
DECK SPACE
961.01 sq ft
INTERIOR SPACE
2646.73 sq ft
GARAGE SPACE
904.50 sq ft
DECK SPACE (remainder is exempt front porch)
130.44 sq ft
DECK SPACE -
structured steps
down to public
path - see
survey for
location -
to be replaced
with stones set
in compacted
grade in
proposed design
105 sq ft
33.50 sq ft
48.66 sq ft
55.98 sq ft
1.12 sq ft
137.73 sq ft
2.60 sq ft
.75 sq ft
PROJECT
SCALE
MAIN LEVEL
FLOOR AREA
CALCULATIONS
3/32" = 1'-0"
16019.00
Z-005PROPOSED MAIN LEVEL
3/32" = 1'-0"
2
Z-005 0 4 8 16
Scale: 3/32"=1'-0"
EXISTING MAIN LEVEL
3/32" = 1'-0"
1
Z-005 0 4 8 16
Scale: 3/32"=1'-0"
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
04/23/2018
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
DECK SPACE
772.46 sq ft
2498.43 sq ft
INTERIOR SPACE
L Planter at 30"
above deck surface
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
DECK SPACE
772.14 sq ft
INTERIOR SPACE
2474.75 sq ft
DECK SPACE
541.94 sq ft
DECK SPACE
13.75 sq ft
PROJECT
SCALE
UPPER LEVEL
FLOOR AREA
CALCULATIONS
3/32" = 1'-0"
16019.00
Z-006PROPOSED UPPER LEVEL
3/32" = 1'-0"
2
Z-006 0 4 8 16
Scale: 3/32"=1'-0"
EXISTING UPPER LEVEL
3/32" = 1'-0"
1
Z-006 0 4 8 16
Scale: 3/32"=1'-0"
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
04/23/2018
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
BEDROOM 2
009
DN
UP
DN
UP
BEDROOM 1
007
BATHROOM 1/2
008
CLOSET
006
MEDIA
ROOM
005
MECHANICAL
ROOM
004
WINE
ROOM
002
STORAGE
003
LAUNDRY
ROOM
001
GAME ROOM
017
STORAGE
016
CLOSET
015
STAIR
014
CLOSET
013
BATHROOM 3
012
CLOSET
010
BEDROOM 3
011
PATIO
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
LOWER LEVEL
DEMO PLAN
3/16" = 1'-0"
16019.00
A-101-D
N
LOWER LEVEL DEMOILITION PLAN
3/16" = 1'-0"
1
A-101-D 0 2 4 8
Scale: 3/16"=1'-0"
DEMOLITION NOTES
1.FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THE
CONTRACT DOCUMENTS.
2.PROTECT EXISTING WORK TO REMAIN INCLUDING DUST CONTROL.
3.THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE
WORK TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION
CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED
AND THE CHALLENGES INVOLVED.
4.DO NOT ALLOWED DEMOLISHED DEBRIS TO ACCUMULATE ON SITE BEYOND
A REASONABLE AMOUNT. MAINTAIN PROGRESSIVE DISPOSE OF DEBRIS IN A
LEGAL MANNER.
5.REMOVAL OF ALL HAZARDOUS MATERIALS IS THE RESPONSIBILITY OF THE
OWNER. SHOULD THE CONTRACTOR ENCOUNTER ANY HAZARDOUS
MATERIALS WHILE EXECUTING DEMOLITION, THEY SHOULD CONTACT THE
OWNER IMMEDIATELY.
6.VERIFY ALL SALVAGING REQUIREMENTS WITH THE OWNER PRIOR TO
DEMOLITION.
7.NOTIFY OWNER 48 HOURS PRIOR TO ANY UTILITY SERVICE DISRUPTION.
8.COORDINATE EXTENT OF ALL STRUCTURAL DEMOLITION WITH THE
STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN
AND IMPLEMENTATION OF TEMPORARY SHORING AND BRACING AS
REQUIRED.
9.VERIFY EXTENT OF WALL AND ROOF REMOVAL WITH STRUCTURAL ENGINEER.
10.PRIOR TO COMMENCEMENT OF DEMOLITION, EXTENT OF STRUCTURE
AND/OR FINISH TO BE REMOVED MUST BE VERIFIED WITH BOTH THE OWNER
AND ARCHITECT.
11.PROVIDE NECESSARY EROSION CONTROL PER LANDSCAPING OR CIVIL
DRAWINGS.
LEGEND SEE A0.00 FOR SYMBOLS
NOT SHOWN HERE.
(E) CONST. TO BE REMOVED
OR
NEW MASONRY WALL
2 HOUR RATED CONST.
1 HOUR RATED CONST.
NEW CONSTRUCTION
EXISTING CONSTRUCTION
04/23/2018
06/19/2018
justinh
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
UP
STAIR
109
DN
CLOSET
114
KITCHEN
106
PANTRY
107
DINING ROOM
108
ENTRY
101
MUD ROOM
110
MECHANICAL
ROOM
113
TRASH
112
GARAGE
111
COVERED PATIO
115
POWDER
102
W/C
103
LIVING ROOM
104
DECK
105
DN
DN
DN
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
MAIN LEVEL
DEMO PLAN
3/16" = 1'-0"
16019.00
A-102-D
N
MAIN LEVEL DEMOLITION PLAN
3/16" = 1'-0"
1
A-102-D 0 2 4 8
Scale: 3/16"=1'-0"
DEMOLITION NOTES
1.FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THE
CONTRACT DOCUMENTS.
2.PROTECT EXISTING WORK TO REMAIN INCLUDING DUST CONTROL.
3.THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE
WORK TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION
CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED
AND THE CHALLENGES INVOLVED.
4.DO NOT ALLOWED DEMOLISHED DEBRIS TO ACCUMULATE ON SITE BEYOND
A REASONABLE AMOUNT. MAINTAIN PROGRESSIVE DISPOSE OF DEBRIS IN A
LEGAL MANNER.
5.REMOVAL OF ALL HAZARDOUS MATERIALS IS THE RESPONSIBILITY OF THE
OWNER. SHOULD THE CONTRACTOR ENCOUNTER ANY HAZARDOUS
MATERIALS WHILE EXECUTING DEMOLITION, THEY SHOULD CONTACT THE
OWNER IMMEDIATELY.
6.VERIFY ALL SALVAGING REQUIREMENTS WITH THE OWNER PRIOR TO
DEMOLITION.
7.NOTIFY OWNER 48 HOURS PRIOR TO ANY UTILITY SERVICE DISRUPTION.
8.COORDINATE EXTENT OF ALL STRUCTURAL DEMOLITION WITH THE
STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN
AND IMPLEMENTATION OF TEMPORARY SHORING AND BRACING AS
REQUIRED.
9.VERIFY EXTENT OF WALL AND ROOF REMOVAL WITH STRUCTURAL ENGINEER.
10.PRIOR TO COMMENCEMENT OF DEMOLITION, EXTENT OF STRUCTURE
AND/OR FINISH TO BE REMOVED MUST BE VERIFIED WITH BOTH THE OWNER
AND ARCHITECT.
11.PROVIDE NECESSARY EROSION CONTROL PER LANDSCAPING OR CIVIL
DRAWINGS.
LEGEND SEE A0.00 FOR SYMBOLS
NOT SHOWN HERE.
(E) CONST. TO BE REMOVED
OR
NEW MASONRY WALL
2 HOUR RATED CONST.
1 HOUR RATED CONST.
NEW CONSTRUCTION
EXISTING CONSTRUCTION
04/23/201806/19/2018
justinh
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
DN
MASTER
BEDROOM
205
HER
CLOSET
201
HIS
CLOSET
202
CLOSET
214
BEDROOM 5
213
BATHROOM 5
211
STAIR
210
OFFICE
208
BATHROOM 4
207
BEDROOM 4
206
MASTER
BATHROOM
203
DECK
204
HALLWAY
209
DECK
212
EXISTING PARAPET WALL
TO REMAIN - ALL
GARAGE WALLS
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
UPPER LEVEL
DEMO PLAN
3/16" = 1'-0"
16019.00
A-103-D
N
UPPER LEVEL DEMOLITION PLAN
3/16" = 1'-0"
1
A-103-D 0 2 4 8
Scale: 3/16"=1'-0"
DEMOLITION NOTES
1.FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THE
CONTRACT DOCUMENTS.
2.PROTECT EXISTING WORK TO REMAIN INCLUDING DUST CONTROL.
3.THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE
WORK TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION
CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED
AND THE CHALLENGES INVOLVED.
4.DO NOT ALLOWED DEMOLISHED DEBRIS TO ACCUMULATE ON SITE BEYOND
A REASONABLE AMOUNT. MAINTAIN PROGRESSIVE DISPOSE OF DEBRIS IN A
LEGAL MANNER.
5.REMOVAL OF ALL HAZARDOUS MATERIALS IS THE RESPONSIBILITY OF THE
OWNER. SHOULD THE CONTRACTOR ENCOUNTER ANY HAZARDOUS
MATERIALS WHILE EXECUTING DEMOLITION, THEY SHOULD CONTACT THE
OWNER IMMEDIATELY.
6.VERIFY ALL SALVAGING REQUIREMENTS WITH THE OWNER PRIOR TO
DEMOLITION.
7.NOTIFY OWNER 48 HOURS PRIOR TO ANY UTILITY SERVICE DISRUPTION.
8.COORDINATE EXTENT OF ALL STRUCTURAL DEMOLITION WITH THE
STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN
AND IMPLEMENTATION OF TEMPORARY SHORING AND BRACING AS
REQUIRED.
9.VERIFY EXTENT OF WALL AND ROOF REMOVAL WITH STRUCTURAL ENGINEER.
10.PRIOR TO COMMENCEMENT OF DEMOLITION, EXTENT OF STRUCTURE
AND/OR FINISH TO BE REMOVED MUST BE VERIFIED WITH BOTH THE OWNER
AND ARCHITECT.
11.PROVIDE NECESSARY EROSION CONTROL PER LANDSCAPING OR CIVIL
DRAWINGS.
LEGEND SEE A0.00 FOR SYMBOLS
NOT SHOWN HERE.
(E) CONST. TO BE REMOVED
OR
NEW MASONRY WALL
2 HOUR RATED CONST.
1 HOUR RATED CONST.
NEW CONSTRUCTION
EXISTING CONSTRUCTION
04/23/2018
06/19/2018
justinh
S 5°25'00"E18.03'S 12°45'00"W15.00'N 13°15'00"E 42.32'CRYSTAL
L
A
K
E
R
O
A
D
S 46°00'00"W 185.51'
116
798
0
7990
799
0
8000 80008000 80108000
GPS MON. 18
8013.41'
S 83°15'25"E
1
7
3
8
.
1
2
'
GPS MON. 19N 30°07'13"E 827.08'AKA CEN
T
E
N
N
I
A
L
C
I
R
C
L
E
24' WID
E
DECK
N 88°25'00"W 3.66'
N
5
9
°
1
2
'
0
0
"
W
1
2
5
.
9
7
'
N 75°18'
0
0
"
E
1
5
8
.
0
0
'
EDGE OF PAVEMEN
T
10' DITCH SETBACKS
REBAR WITH
YELLOW CAP 28643
REBAR WITH
YELLOW CAP 12707
SET REBAR WITH RED CAP
55.2' WIT. COR.
SET MAGNAIL WITH
ALUMINUM DISC 25947
30.2' WIT. COR.
REBAR WITH ILLEGIBLE
YELLOW CAP (HORIZONTAL CONTROL)
REBAR WITH RED CAP
28643 1.1' WIT. COR.
3' UTILIT
Y
E
A
S
E
M
E
N
T
N 7°39'00"W 125.28'ILLEGIBLE YELLOW CAP
IN PAVEMENT
TBM 7995.7'
EASEMENT AREA
SEE RECEPTION NO. 62575512' ACCESS EASEMENT
SEE BK 479 PG 661
EXISTING TRANSFORMERS/UTILITIES
FENCE ENCROACHES
12' ACCESS EASEMENT
SEE PLAT BK 22 PG 38 CONCRETE DRIVE
REBAR WITH RED CAP
28643 1.1' WIT. COR.
ROCK
RETAINING
STONE COLUMNS
20' UTILITY EASEMENT
SEE PLAT BK 5 PP 7,8
MEA
N
HIG
H
W
A
T
E
R
ASPHALT TRAIL
MAGNETIC READING
DECK ENCROACHES
0.7' +/-
10' EASEMENT
SEE PLAT BK 6 PG 16
100 Y
E
A
R
F
L
O
O
D
69°54'-6 1/8"55'-10 1/8"
10
'
-
0
"10'-0"3'-0"10'-0"
20'-0"
10'-0"
3'-0"3'-0"3'-0"
12'-0"
10
'
-
0
"10'-0"10'-0"PR
O
P
E
R
T
Y
S
E
T
B
A
C
K PROPERTY SETB
A
CK
PROPERT
Y
S
E
T
B
A
C
K
PRO
P
E
R
T
Y
S
E
T
B
A
C
KPROPERTY SETBACKRO
A
R
I
N
G
F
O
R
K
R
I
V
E
R 10'-0"23'-1 1/2"TOP OF SLOPE
AS DETERMINED PER CITY OF ASPEN ENGINEERING DEPT.
100'-0" OFFSET FROM MEAN HIGH WATER LINE
15'-0"15' TOP OF SLOPE SETBACK LINE
10'-0"
STEPPING STONES CONTINUE TO ASPHALT TRAIL
EXISTING MECH. EQUIPT. TO
BE REMOVED FROM THIS AREA
5.
1.
2.
4.
3.
ELEVATION #GRADE ELEVATION
8000.5'
2 7999'
3 7991'
4 8000.5'
5 8000'
1
(EXISTING)
ROOF HEIGHT OVER TOPOGRAPHY
GRADE ELEVATION
8000.5'
7999.5'
7991'
8001'
8000'
(PROPOSED)
MOST
RESTRICTIVE
ROOF HEIGHT
OVER TOPO
ACTUAL HEIGHT
24'-9"
23'-7 1/2"
29'-10"
11'-5 3/4"
20'-4"
OVER MOST RESTRICTIVE
SURVEYOR
VERIFICATION
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
8025.3'
8032.1'
8020.8'
8012.5'
8020.3'
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
PROPOSED
SITE
PLAN
1/16" = 1'-0"
16019.00
A-001
N
PROPOSED
SITE PLAN
1/16" = 1'-0"
1
A-001 0 8 16 32
Scale: 1/16" = 1'-0"
04/23/2018
06/19/2018
justinh
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
FLEX ROOM
008
BEDROOM 1
007
BATHROOM
006
MEDIA
ROOM
005
MECHANICAL
ROOM
004
A/V
ROOM
002
STORAGE
003
LAUNDRY
ROOM
001
GAME ROOM
016
BATHROOM 3
015
CLOSET
014
STAIR
013
STORAGE
012
BATHROOM 2
011
BEDROOM 2
009
DN
DN
DN
DNPATIO
TILE
TILE
TILE
TILE
WOOD
CRPT
WOOD
WOOD
WOOD
CONC
CONC
CONC
T.O. FF
EL. = 89' 10"
T.O. FF
EL. = 88' 10"
T.O. FF
EL. = 88' 10"
T.O. FF
EL. = 89'4"
T.O. FF
EL. = 88'10"
014
015
001
002
003
004
016
006
006A
007008
011
011A
BUILT INBUILT IN
WOOD
WOOD
007A
008A
009
UP
6 1
2" RISE
11" RUN
EXISTING FLOOR
DRAIN
ELECTRICAL PANEL
01 T
02 T
STACKING BARN
DOOR
'FULLY OPEN'
LOCATION
010
6'-0"
2'-3 1/2"
2'-3 1/2"4'-6"2'-6"EQEQ4'-6"EQ2'-6"EQ2'-4"2'-3"
6'-7 5/8"
3'-0 5/8"2'-8 1/8"
3'-0"
2'-9 1/8"2'-6"1'-3 3/4"3'-0"1'-2 1/4"4'-0"6'-2 1/8"16'-3"3'-0"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"009A
009B1'-4 1/8"5 1/2"012
5 1/2"3'-6 1/2"5 1/2"2'-9 1/4"
5 1/2"EQ5'-0"EQ15'-10"5 1/2"3'-0"7'-4 3/4"
5 1/2"
007A
2'-6"1'-3 5/8"2'-8"7 1/2"2'-10"6"5 1/2"3'-4"8'-1 1/2"
14'-7"5 1/2"
3'-0"5'-1 1/8"2'-8"3'-6 1/4"
3'-0"5 1/2"
2'-6"6'-0"
T.O. FF
EL. = 87' 3"
DN
1
1
FRG.ICE
BENCHBENCHW/D W/D
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
PROPOSED
LOWER LEVEL
FLOOR PLAN
3/16" = 1'-0"
16019.00
A-101
N
PROPOSED
LOWER LEVEL FLOOR PLAN
3/16" = 1'-0"
1
A-101 0 2 4 8
Scale: 3/16"=1'-0"
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
04/23/2018
EU
HR SI
V
V
V
DE ET
SA
SA
V
V
SA CO
EE
EE
SG
SG
SG
AS
SG
SG
SEE NOTES #1 PLANS
06/19/2018
justinh
2
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--BUFFETDW
DW
REF.
FRZ.
OPEN TO BELOW
DW
GARAGE
112
CLOSET
111
DIESEL'S ROOM
113
ENTRY
101
POWDER
102
W/C
103
LIVING ROOM
104
DINING ROOM
105
KITCHEN
108
FAMILY ROOM
107
MUD ROOM
110
COVERED PATIO
114
TERRACE
106
STAIR
109
DN
DN
PATIO
DN
TILE
WOOD
CONC
WOOD
TILE
TILE
WOOD
WOOD
WOOD
STONE
STONE
113A
111
112
110
102
103
T.O. FF
EL. = 100'-0"
T.O. FF
EL. = 98'-6"
T.O. FF
EL. = 99'-0"
GUARDRAIL @ 36"
101
113112A112B112C
112D
104B
104A
105
107
107A
112E
T.O. FF
EL. = 99'-0"
DN
6 1
2" RISE
11" RUN
UP
6 12" RISE
11" RUN
GARAGE/DWELLING
SEPARATION AND
DOOR
EXISTING FLOOR
DRAIN
T.O. FF
EL. = 99'-8"
T.O. FF
EL. = 100'-0"
T.O. FF
EL. = 98'-6"
GAS APPLIANCE
GAS APPLIANCE
SOLID DOOR OR 20
MIN. FIRE RATING
IRC 302.5.1
1
T
2
T
3 4
T
5
68
9
10
11
T2'-6"5 1/2"
6"3'-0"
2'-10 1/8"3'-0"5'-9"5 1/2"3'-1 1/8"3'-0"8'-11 5/8"5'-0"3"3'-0"4'-5 1/2"6"6"5'-0"1'-0"1'-0"
7'-4 1/2"
5'-8 3/4"5'-8 3/4"10 3/8"5 1/2"7 3/8"5 1/2"5 1/2"5 1/2"5'-0"
2'-6 1/2"2'-0"8"17'-9"6'-5"11"16'-5"11'-1"4'-0 3/8"16'-1 1/2"5'-9 1/2"17'-0"11"11"8'-9 3/8"2'-5 1/2"2'-5 1/2"6'-0"6'-5 1/2"
2'-5 1/2"6"
5 1/2"3'-0"11'-1 5/8"7'-0 1/2"11"11"18'-7 3/8"
2'-7 3/4"2'-7 1/4"2'-1 1/4"11'-6 1/2"2'-1"1'-8"10'-11"3'-6"8'-4 7/8"3'-0"3'-0"1
1
1
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
PROPOSED
MAIN LEVEL
FLOOR PLAN
3/16" = 1'-0"
16019.00
A-102
N
PROPOSED
MAIN LEVEL FLOOR PLAN
3/16" = 1'-0"
1
A-102 0 2 4 8
Scale: 3/16"=1'-0"
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
04/23/2018
SEE NOTES #1 PLANS
INSTALLATION INSTRUCTIONS
REQUIRED ON SITE
AT TIME OF INSPECTION
INSTALLATION INSTRUCTIONS
REQUIRED ON SITE
AT TIME OF INSPECTION
G/D
GRHR SI
MA
V
SA CO
SG
SG
SG SG
SG
SG
SG
SG
SG SG
06/19/2018
justinh
1
W/D1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
DN
6 1
2" RISE
11" RUN
MASTER
BEDROOM
206
HER
CLOSET
201
HIS
CLOSET
202
MASTER
BATHROOM
204
LAUNDRY ROOM
203
SPA
DECK
205
BEDROOM 4
207
BATHROOM 4
208
OFFICE
209 HALLWAY
210
STAIRS
211
BATHROOM 5
212
BEDROOM 5
213
CLOSET
214
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
TILE
TILE
TILE
TILE
GUARD/HANDRAIL
@ 36"
202
201
204
204A
203
209
207
208
206
214
213
212
T.O. FF
EL. = 111'-7"
207A
210
206A 204B
STONE
EXISTING DECK
DRAIN
EXISTING DECK
DRAIN
T.O. FF
EL. = 108'-4 1/2"
T.O. FF
EL. = 108'-4 1/2"
20
T
21
22 23
24
26
T
T
28
29
30
31
32
PLANTER
PLANTER
PLANTER @ 32" WITH
CONTINOUS
GUARDRAIL
STEAM
SHOWER
STEAM
SHOWER
ORTAL 170, GAS FIREPLACE
204C
NEW DOOR, USE EXISTING
R.O.
NEW DOOR, USE EXISTING
R.O.
NEW DOOR, USE EXISTING
R.O.2'-2 3/4"2'-3"2'-8"3'-1"4'-10 1/2"4'-10 1/2"4"4"11 1/2"3 1/2"3 1/2"
5'-6 1/2"1'-8 1/4"1'-1"
8'-5 3/8"
6'-10 7/8"5'-3 1/8"2'-0"8'-0"11 5/8"
4'-8 3/8"6'-6"6"6'-2"6"6'-6"
2'-5 1/2"10 3/8"2'-6 3/4"6'-3 5/8"
17'-0 1/4"2'-6 1/4"2'-6"5'-9"2'-6"2'-8"8"8"1'-3"7 1/2"2'-0"7'-6 1/2"3'-11 3/4"8'-11"5 1/2"3'-0 3/4"2'-6"3'-8 3/4"6'-8 3/4"1'-5 1/2"
17'-5 3/4"5'-5 1/2"4'-6 1/2"8'-8 3/4"
7'-10 1/2"
4'-5"3'-6 1/4"7'-5 7/8"4'-11 1/2"4'-0"
1
1
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
PROPOSED
UPPER LEVEL
FLOOR PLAN
3/16" = 1'-0"
16019.00
A-103
N
PROPOSED
UPPER LEVEL FLOOR PLAN
3/16" = 1'-0"
1
A-103 0 2 4 8
Scale: 3/16"=1'-0"
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
04/23/2018
INSTALLATION INSTRUCTIONS
REQUIRED ON SITE
AT TIME OF INSPECTION
V
EE
HR GR SI
V
SA
EE
DV
SA CO
EE SG
DE ET
V
SG
V
GR
SG SG
SG SG
SG
SG
SG
SG
SG
SA
SA
CO
GR
SEE NOTES #1 PLANS
SG
06/19/2018
justinh
1
AA.5A.75BCDEE.5FGH
2 11013
4
113 112A 112B 112C
2022
30
3'-9 3/4"4'-0 1/8"3'-5 1/2"3'-0"EG.
T
TT
T
T 3'-7"TOP OF FF @ LWR BASEMENT
+88'-10"
TOP OF FF @ MAIN BASEMENT
+89'-10"
TOP OF FF @ GUEST BEDROOM
+108'-4 1/2"
TOP OF FF @ UPPER LEVEL
+111'-7"
TOP OF FF @ MAIN LEVEL
100'-0"
TOP OF FF @ LIVING ROOM
98'-6"
TOP OF FF @ GARAGE
+99'-0"
T
T T
T 7'-11"2'-0"2'-0"MECHANICAL EXHAUST CHASE
TO MATCH FP CHIMNEYS
10'-1 1/2"NEW ROOF OVER
GARAGE
LOWER GUEST
BEDROOM ON UPPER
LEVEL
PROPOSED TOPO
EXISTING TOPO21'-6"12'-5 1/2"24'-5 1/8"EXISTING ROOF
HEIGHTS 0F STRUCTURE
MANSARD HAS BEEN REMOVED
4'-0"
1
1
1
1
TOP OF FF @ MAIN BASEMENT
+89'-10"
2 1.5 133.544.556
5104
107
207A
210 21
31
3'-0"3'-5 1/2"T
T
T T
TOP OF FF @ UPPER FLOOR
+111'-7"
TOP OF FF @ MAIN LEVEL
100'-0"
TOP OF FF @ LIVING ROOM
98'-6"
TOP OF FF @ GUEST BEDROOM
+108'-4 1/2"
STAIRS BEYOND TO
MAIN LEVEL FLOOR LOWER
LIVING ROOM2'-0"2'-0"EXISTING
TOPO24'-9 5/8"EXISTING ROOF
HEIGHTS / STRUCTURE
GAS METER
*EXISTING LOCATION
dimension is to regulator vent
centerline
4'-0"
3'-0"
GAS METER
*PROPOSED LOCATION
dimension is to regulator vent
centerline
6'-7"6'-5"
EXISTING GRADE
BACK FROM EXISTING STAIRS
PROPOSED GRADE
BACK FROM NEW STAIRS
1
1
PROJECT
SCALE
PROPOSED
ELEVATIONS
1/4" = 1'-0"
16019.00
A-201
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
NORTH ELEVATION
1/4" = 1'-0"
1
A-201
EAST ELEVATION
1/4" = 1'-0"
2
A-201
DATE
PERMIT 05.26.2017
ASI #1 11.28.2017
04/23/2018
SEE NOTES #1 PLANS
06/19/2018
justinh
07/12/2018
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
1
A A.5 A.75 B C D E E.5 F G H
H
104A10568
007A
008A
009
02 01
112E
206A
204B 26
28
TOP OF FF @ LIVING ROOM
98'-6"1'-0"T
T
T
T
T
T
T
T
T
T
T T
T
T T 2'-0"2'-0"3'-1 1/2"3'-1 1/2"TOP OF FF @ MAIN BASEMENT
+89'-10"
TOP OF FF @ MAIN LEVEL
100'-0"
TOP OF FF @ UPPER LEVEL
+111'-7"
FIREPLACE VENT
*FOLLOW ALL MANUFACTURER
REQ'S AND CLEARENCES
LOWER
LIVING ROOM
EXISTING
TOPO
EXISTING ROOF
HEIGHTS OF STRUCTURE
MANSARD HAS BEEN REMOVED
4
A503
1
A503
2
A503
EXISTING ROOF
HEIGHTS OF STRUCTURE
MANSARD HAS BEEN REMOVED
204C
T
1
1
1 1.5 2 3 3.5 4 4.5 5 6
91011
107A
29
3'-6 1/4"1'-0"3'-3"T
T6'-10 1/2"1'-0"TOP OF FF @ MAIN LEVEL
+100'-0"
TOP OF FF @ UPPER FLOOR
+111'-7"
TOP OF FF @ LOWER LEVEL
+89'-10"
EXISTING
TOPO20'-4"EXISTING ROOF
HEIGHTS / STRUCTURE
EXISTING ROOF
HEIGHTS OF STRUCTURE
MANSARD HAS BEEN REMOVED
TOP OF FF @ GUEST BEDROOM
+108'-4 1/2"
112D
T
T
32
PROPOSED TOPO
1 1
DATE
PERMIT 05.26.2017
ASI #1 11.28.2017
PROJECT
SCALE
PROPOSED
ELEVATIONS
1/4" = 1'-0"
16019.00
A-202
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
SOUTH ELEVATION
1/4" = 1'-0"
1
A-202
WEST ELEVATION
1/4" = 1'-0"
2
A-202
04/23/2018
SG SG
SG
SEE NOTES #1 PLANS
06/19/2018
justinh
07/12/2018
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
SCALE: 1 1/2" = 1'-0"A-501
W-2
INTERIOR
BELOW GRADE BURIED WALL ASSEMBLY
1/2" INTERIOR AIRSPACE
CONCRETE FOUNDATION WALL
PER STRUCTURAL
INTERIOR FINISH-PER INTERIOR
DESIGNER
SPRAY FOAM INSULATION PER
SCHEDULE
EXTERIOR
BELOW GRADE
WATERPROOF MEMBRANE
RIGID INSULATION WITH
DRAINAGE MATPER PLANVARIES
SCALE: 1 1/2" = 1'-0"A-501
W-3 CONCRETE VENEER
EXTERIOR WALL ASSEMBLY -
INTERIOR
WALL SHEATHING PER
STRUCTURAL
WRB
SPRAY FOAM INSULATION PER
SCHEDULE
INTERIOR FINISH- PER
INTERIOR DESIGNER
EXTERIOR
CONCRETE FINISH COAT
VARIES
SCALE: 1 1/2" = 1'-0"A-501
W-4 WOOD SIDING
EXTERIOR WALL ASSEMBLY -
INTERIOR
WALL SHEATHING PER
STRUCTURAL
WRB
SPRAY FOAM INSULATION PER
SCHEDULE
INTERIOR FINISH PER INTERIOR
DESIGNER
EXTERIOR
WOOD SIDING PER ELEVATIONS
VARIES
SCALE: 1 1/2" = 1'-0"A-501
F-2 NEW RADIANT SLAB WITH FINISHED WOOD
RESILIENT CHANNEL
FLOOR JOISTS PER STRUCTURAL
BATT INSULATION -
PER INSULATION SCHEDULE
1 1/2" MORTAR BED WITH
RADIANT HEAT PIPING - 1/2" MIN.
COVERAGE ABOVE TUBING
INTERIOR FINISH -
PER INTERIOR DESIGNER
PLYWOOD PER STRUCTURAL
VAPOR RETARDER
MAIN/UPPER LEVEL INTERIOR FLOOR ASSEMBLY
FINISH FLOOR 3/4"
TUBING ATTACHMENT NOT TO
PENETRATE SOUND MAT
INTERIOR
INTERIOR
2 1/4"SCALE: 1 1/2" = 1'-0"A-501
R-1 FLAT ROOF ASSEMBLY (NEW/EXISTING)
MEMBRANE ROOF
4" MIN TAPERED INSULATION; SLOPE
PER ROOF PLAN
ROOF COVER BOARD
FOR CLASS 'A' ASSEMBLY
SPRAY FOAM INSULATION PER
SCHEDULE
CEILING FINISH PER INTERIOR
DESIGNER
ROOF JOISTS PER STRUCTURAL
SCALE: 1 1/2" = 1'-0"A-501
R-3 EXTERIOR FLAT ROOF @ DECK
WATERPROOF MEMBRANE
TAPERED INSULATION; SLOPE PER
ROOF PLAN
FINISH UNDERSIDE PER
ARCHITECTURAL
ROOF JOISTS PER STRUCTURAL
BALLAST ROOF
SCALE: 1 1/2" = 1'-0"A-501
1 TRANSITION @ CONCRETE TO STONE WALL
WALL SHEATHING PER
STRUCTURAL
INTERIOR EXTERIOR
INTERIOR FINISH- PER
INTERIOR DESIGNER
PROPOSED GRADE
STONE VENEER
CONCRETE WALLMIN. 6"DRAINAGE MAT
WATERPROOF MEMBRANE
CONCRETE LEDGER PER
STRUCTURAL
CONCRETE VENEER
STUD WALL PER ARCH
W/ SPRAY FOAM
SCALE: 1 1/2" = 1'-0"A-501
W-1 TYP INTERIOR WALL
INTERIOR WALL ASSEMBLY -
INSULATION PER SCHEDULE
INTERIOR FINISH PER
ARCHVARIES
INTERIOR FINISH PER ARCH
SCALE: 1 1/2" = 1'-0"A-501
2 TRANSITION @ STONE TO WOOD
INTERIOR
WALL SHEATHING PER
STRUCTURAL
WATERPROOF MEMBRANE
SPRAY FOAM INSULATION PER
SCHEDULE
INTERIOR FINISH- PER
INTERIOR DESIGNER
EXTERIOR
DRAINAGE MAT
STONE VENEER
WALL SHEATHING PER STRUCTURAL
BUILDING PAPER
SPRAY FOAM INSULATION PER
SCHEDULE
WOOD SIDING PER ELEVATIONS
PER PLAN
STONE CAP W/ KERFING/DADO
FLASHING OVER CAP
SCALE: 1 1/2" = 1'-0"A-501
3 TRANSITION @ GRADE TO WOOD
WALL SHEATHING PER
STRUCTURAL
WATERPROOF MEMBRANE
INTERIOR PER PLAN
EXTERIOR
INTERIOR FINISH- PER
INTERIOR DESIGNER
PROPOSED GRADE
WOOD SIDING PER ELEV.
CONCRETE WALLMIN. 6"DRAINAGE MAT
GEOFOAM
WATERPROOF MEMBRANE
CONCRETE LEDGER PER
STRUCTURAL
DRAINAGE MAT
STUD WALL PER ARCH
W/ SPRAY FOAM
PER PLAN
WATERPROOF MEMBRANE
SEE ASSEMBLY
SEE ASSEMBLY
METAL FLASHING
SEE ASSEMBLY
TYP 5-1/2 OR
3-1/2
SCALE: 1 1/2" = 1'-0"A-501
F-1 NEW FLOOR ASS'Y @ EXTERIOR PATIO
FINISH TILE MAT'L
*FLUSH W/ INTERIOR
WATERPROOF
MEMBRANE
COVER BOARD
TAPERED INSULATION,
SLOPE TO DRAIN
SPRAY FOAM
INSULATION PER
SCHEDULE
STRUCTURE PER
PLANS
CEILING FINISH
PER ARCH DWGS
2X4 WALL FURRING
SCALE: 1 1/2" = 1'-0"A-501
W-5 METAL SIDING
EXTERIOR WALL ASSEMBLY -
INTERIOR
WALL SHEATHING PER
STRUCTURAL
WRB
SPRAY FOAM INSULATION PER
SCHEDULE
INTERIOR FINISH PER INTERIOR
DESIGNER
EXTERIOR
1 1/2" VERTICAL FURRING STRIPS
VARIES
FIBER CEMENT PANEL, SEE
ELEVATIONS FOR PATTERN
PROJECT
SCALE
ASSEMBLIES
DETAILS
16019.00
A-501
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
04/23/2018
SEE NOTES #1 PLANS
06/19/2018
justinh
2
PER PLAN
A-502 SCALE: 3" = 1'-0"
8 EAVE DETAIL AT FLAT ROOF
PER ROOF PLAN 1/2"MEMBRANE ROOF
COVER BOARD
RIGID INSULATION 3"
MIN. TAPERED PER
SLOPE (SEE ROOF
PLAN)2X BLOCKING
METAL FLASHING W
DRIP EDGE
SUB FASCIA PER
STRUC.WOOD FASCIA
WOOD SOFFIT PER
SCHEDULE
ROOF PER
STRUCTURAL
GRID LINE
A-502 SCALE: 3" = 1'-0"
9 WINDOW SILL DETAIL @ STONE
GRIDLINE
WINDOW PER WDW TYPES
BUILDING PAPER
WATERPROOF
MEMBRANE
OVER BUILDING
PAPER
DRAINAGE MAT
CONCRETE VENEER
SPRAY FOAM
INSULATION
PER PLAN FURRED WALL PER
PLANS
INTERIOR
EXTERIOR
A-502 SCALE: 3" = 1'-0"
10 WINDOW SILL DETAIL @ WOOD
GRIDLINE
WINDOW PER WDW TYPES
BUILDING PAPER
WATERPROOF
MEMBRANE
OVER BUILDING
PAPER
WOOD SIDING
SPRAY FOAM
INSULATION
WOOD SILL TO MATCH
INTERIOR WALL COLOR,
CORD. WITH INTERIOR
INTERIOREXTERIOR
A-502 SCALE: 3" = 1'-0"
2 WINDOW HEAD DETAIL @ WOOD
GRIDLINE
WINDOW PER WINDOW
TYPES
BUILDING PAPER OVER
WATERPROOF MEMBRANE
AND METAL FLASHING
WATERPROOF MEMBRANE
METAL FLASHING WITH DRIP
EDGE
2X6 HEAD TRIM; EXTEND 1"
PAST JAMB TRIM
SPRAY FOAM INSULATION
HEADER PER STRUCTURAL
VERTICAL SIDING PER
EXTERIOR ELEVATIONS
BACKER ROD AND SEALANT
NON-EXPANDING SPRAY FOAM
INSULATION AT SHIM SPACE
WATERPROOF MEMBRANE
A-502 SCALE: 3" = 1'-0"
1 WINDOW HEAD DETAIL @ STONE
GRIDLINE
WINDOW PER WINDOW
TYPES
BUILDING PAPER OVER
WATERPROOF MEMBRANE
AND METAL FLASHING
WATERPROOF MEMBRANE
METAL FLASHING WITH DRIP
EDGE
SPRAY FOAM INSULATION
HEADER PER STRUCTURAL
BACKER ROD AND SEALANT
NON-EXPANDING SPRAY FOAM
INSULATION AT SHIM SPACE
WATERPROOF MEMBRANE
PER PLAN
A-502 SCALE: 3" = 1'-0"
6 WINDOW JAMB DETAIL @ WOOD
DRYWALL RETURN
WINDOW PER WINDOW
TYPES
BUILDING PAPER
WATERPROOF MEMBRANE
BACKER ROD AND SEALANT
A-502 SCALE: 3" = 1'-0"
5 WINDOW JAMB DETAIL @ CONCRETE
NON EXPANDING INSULATION
AT SHIM
CONCRETE VENEER
DRYWALL RETURN
WINDOW PER WINDOW
TYPES
BUILDING PAPER
WATERPROOF MEMBRANE
BACKER ROD AND SEALANT
NON EXPANDING INSULATION
AT SHIM
WOOD SIDING TBD
INTERIORINTERIOR
EXTERIOR
EXTERIOR PER PLANCONCRETE VENEER
INTERIOR INTERIOR
NOTE:
SEE ROOF PLAN FOR
SLOPE DIRECTION
A-502 SCALE: 3" = 1'-0"
11 WINDOW SILL DETAIL @ DROPPED CONCRETE
GRIDLINE
WINDOW PER WDW TYPES
STONE SILL; SLOPE
TO DRAIN
BUILDING PAPER
WATERPROOF
MEMBRANE
OVER BUILDING
PAPER
DRAINAGE MAT
CONCRETE WALL
PER STRUC
PER PLAN
DRYWALL RETURN
TBD
FURRED WALL PER
PLANS
INTERIOR
EXTERIOR
STONE BEYOND
T.O. CONC. WALL
BEYOND (PER STRUC)
GRADING PER
SITE PLAN
DRYWALL RETURN
RETURN TBD
A-502 SCALE: 3" = 1'-0"
7 DOOR SILL @ IN-SWING DOOR
DOOR PER DOOR TYPES
GRIDLINE
FOUNDATION
WATERPROOFING
CONCRETE FOUNDATION
WALL PER STRUCTURAL
WATERPROOF MEMBRANE OVER
FOUNDATION WATERPROOFING
FLOOR PACK PER ASSEMBLY
EXTERIOR FINISH STONE
(FINISH HEIGHTS PER PLANS)
METAL FLASHING OVER
WATERPROOF MEMBRANE
RIGID INSULATION WITH
DRAINAGE MAT
PER PLAN
A-502 SCALE: 3" = 1'-0"
4 DOOR HEAD @ IN-SWING DOOR
A-502 SCALE: 3" = 1'-0"
3 DOOR JAMBS @ ENTRY
INTERIOR
INTERIOR
INTERIOR
DOOR PER DOOR TYPES
INTERIOR FINISH PER
PLAN
GRIDLINE
WINDOW PER
WINDOW TYPES DOOR PER DOOR TYPES
NON EXPANDING SPRAY FOAM
AT SHIM SPACE
2X BLOCKING
PER PLANPER PLAN
PER PLAN PER PLANPER PLAN
DRYWALL RETURN
EXTERIOR
WOOD SILL TO MATCH
INTERIOR WALL COLOR,
CORD. WITH INTERIOR
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
WINDOW/DOOR
DETAILS
3" = 1'
15043.00
A-502
04/23/2018
SEE NOTES #1 PLANS
06/19/2018
justinh
A-503 SCALE: 3" = 1'-0"
4 STACKING DOOR SILL @ PATIO
A-503 SCALE: 3" = 1'-0"
1 STACKING DOOR HEAD @ PATIO
A-503 SCALE: 3" = 1'-0"
2 STACKING DOOR JAMB @ PATIO (STACKED SIDE)
A-503 SCALE: 3" = 1'-0"
3 STACKING DOOR JAMB @ PATIO (OPEN SIDE)
INSULATION PER
SCHEDULE
HEADER BLOCKING
PER STRUCTURAL
SHIM SPACE
WEILAND 'OXX'
STACKING DOORS
EXT. SHEATHING
WEILAND 'OXX'
STACKING DOORS
INTERIOR FINISH FLOOR
WATERPROOF PAN UNDER
DOOR
PER STRUCTURAL
EXTERIOR FINISH TILE
EXTERIOR SHEATHING
INTERIOR FINISH PER ARCH
WEILAND 'OXX'
STACKING DOORS
LINE OF TRACKS
BELOW
INTERIOR FINISH PER ARCH
EXTERIOR SHEATHING
LINE OF TRACKS
BELOW
WEILAND 'OXX'
STACKING DOORS
INSULATION PER
SCHED
INSULATION PER
SCHED.
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
WINDOW/DOOR
DETAILS
3" = 1'
16019.00
A-503
04/23/2018
06/19/2018
justinh
SEE NOTES #1 PLANS
1 FIXED
T
T7'-11" F.S.5'-8 3/4" F.S.
2 FIXED
5'-8 3/4" F.S.7'-11" F.S.3 CSMT3'-8 1/2" F.S.2'-4 1/4" F.S.
4 FIXED6'-7 1/2" F.S.7'-6"7'-6"6'-7 1/2" F.S.7'-2 3/4" F.S.
5 FIXED 6 FIXED7'-7" F.S.6'-8 5/8" F.S.
7 ELIMINATED 8 FIXED 7'-7" F.S.12'-6 1/2" F.S.
3'-8 1/2"5'-1 1/2"3'-8 1/2"
9 FIXED 10 FIXED5'-0 3/4" F.S.6'-1" F.S.
11 FIXED
T17'-7" F.S.7'-6" F.S.3'-9"10'-1"3'-9"20 FIXED5'-0" F.S.6'-11" F.S.
21 FIXED5'-0" F.S.6'-3" F.S.
22 CSMT4'-7 1/4" F.S.2'-4 1/4" F.S.
23 ELIMINATED 24 ELIMINATED 25 7'-4 1/2" F.S.6'-8 3/4" F.S.
26 FIXED 27
T
28 FIXED/CSMT6'-0" F.S.9'-1 1/2" F.S.
T 3'-9" F.S.5'-9 1/2" F.S.
29 CSMT/FIXED 4'-9 1/2" F.S.10'-10" F.S.
3'-0"7'-4"
31 CSMT (CORNER)4'-9 1/2" F.S.3'-0" F.S.
01 ELIMINATED 02 ELIMINATED
32 CSMT (BATHROOM)
3'-4" F.S.3'-4" F.S.T T T
T
ELIMINATED ELIMINATED
15'-0" F.S.7'-7" F.S.6'-11 3/4" F.S.
T
T
T
T
EGRESS
6"1'-6"1'-6"5'-9 1/4" R.O.7'-11 1/2" R.O.5'-9 1/4" R.O.7'-11 1/2" R.O.3'-9" R.O.2'-4 3/4" R.O.
15'-0 1/2" R.O.6'-8" R.O.6'-8" R.O.7'-3 1/4" R.O.7'-7 1/2" R.O.6'-9 1/8" R.O.7'-0 1/4" R.O.7'-7 1/2" R.O.12'-7" R.O.7'-7 1/2" R.O.5'-1 1/4" R.O.6'-1 1/2" R.O.17'-7 1/2" R.O.7'-6 1/2" R.O.
6'-11 1/2" R.O.5'-0 1/2" R.O.6'-3 1/2" R.O.5'-0 1/2" R.O.2'-4 3/4" R.O.4'-7 3/4" R.O.6'-9 1/4" R.O.7'-5" R.O.9'-2" R.O.6'-0 1/2" R.O.3'-1"6'-0 1/2"3'-7 1/2"2'-2"
5'-10" R.O.3'-9 1/2" R.O.3'-0 1/4" R.O.4'-10" R.O.7'-4 1/4" R.O.3'-0 1/2" R.O.4'-10" R.O.3'-4 1/2" R.O.3'-4 1/2" R.O.10'-10 1/2" R.O.
30B FIXED 30A CSMT
T
101 EXTERIOR WOOD 104B EXTERIOR SLIDER7'-11" F.S.5'-0" F.S.10'-1" F.S.104A EXTERIOR SLIDING10'-1" F.S.17'-2" F.S.
105 EXTERIOR BI-FOLD8'-7" F.S.16'-1" F.S.
107 EXTERIOR SLIDER107AEXTERIOR SWING 112E EXTERIOR SWING112AEXTERIOR GARAGE 112B EXTERIOR GARAGE 112C EXTERIOR GARAGE 112D EXTERIOR SWING
3'-0" F.S.8'-7" F.S.16'-5" F.S.8'-7" F.S.9'-2" F.S.7'-0" F.S.9'-2" F.S.9'-0" F.S.9'-2" F.S.9'-0" F.S.3'-0" F.S.7'-11" F.S.3'-0" F.S.7'-0" F.S.T T
T T T T T
113 EXTERIOR SWING
3'-0" F.S.7'-0" F.S.007A EXTERIOR SLIDER 008A EXTERIOR BI-PART 009 EXTERIOR SLIDER
204B 206A EXTERIOR SLIDER
T
207A EXTERIOR SLIDER 210 EXTERIOR SLIDER
T CLEARTT
TT
T T
T
EGRESS
7'-4 1/2" F.S.6'-2 1/2" F.S.8'-6" F.S.16'-3 1/2" F.S.
11'-2 1/4" F.S.7'-1" F.S.6'-10 1/2" F.S.
T T T T
204C7'-4 1/2" F.S.6'-2 1/2" F.S.
EXTERIOR SLIDEREXTERIOR SLIDER
T8'-0" F.S.8'-0"6'-2" F.S.
T T T T8'-0"10'-10 1/2"
EGRESS EGRESS
6'-2"
T T T T
T
TT
EGRESS
T7'-1" F.S.6'-2 1/2" R.O.8'-0 1/4" R.O.10'-11" R.O.8'-0 1/4" R.O.6'-2 1/2" R.O.8'-0 1/4" R.O.5'-0 1/2" R.O.7'-11 1/4" R.O.8'-8 1/2" F.S.
8'-9" R.O.10'-1 1/4" R.O.17'-2 1/2" R.O.10'-1 1/4" R.O.16'-1 1/2" R.O.8'-7 1/4" R.O.3'-0 1/2" R.O.8'-7 1/4" R.O.16'-5 1/2" R.O.8'-7 1/4" R.O.9'-2 1/2" R.O.7'-0 1/4" R.O.9'-2 1/2" R.O.9'-0 1/4" R.O.9'-2 1/2" R.O.9'-0 1/4" R.O.3'-0 1/2" R.O.7'-11 1/4" R.O.3'-0 1/2" R.O.7'-0 1/4" R.O.3'-0 1/2" R.O.7'-0 1/4" R.O.6'-3" R.O.7'-4 3/4" R.O.6'-3" R.O.7'-4 3/4" R.O.16'-4" R.O.8'-6 1/4" R.O.11'-2 3/4" R.O.7'-1 1/4" R.O.6'-11" R.O.7'-1 1/4" R.O.T
T T
T T
WINDOW/DOOR
TYPES
NTS
15043.00
A-601
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2018 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
DOOR TYPES
ALL EXTERIOR DOORS - DOUBLE PANE LOW E - MIN VALUE .34
2
A-601
WINDOW TYPES
ALL WINDOWS - DOUBLE PANE LOW E - MIN VALUE .34
1
A-601
06/19/2018
SGSG
06/19/2018
justinh
204A
LDRY ROOM001 A/V ROOM002 STORAGE003 MECH004 BATHROOM006 W/C006A BEDROOM 1007 FLEX ROOM - STACKING DOOR008 BEDROOM 2010 BATHROOM 2011 WC 2011A STORAGE012 CLOSET014 BATHROOM 3015 MEDIA ROOM016
POWDER102 W/C103 MUD ROOM110 CLOSET111 GARAGE112
SOLID/FIRE RATED
IRC 302.5.1
DIESELS ROOM113
POCKET DOOR
HER CLOSET201 HIS CLOSET202 LAUNDRY203 MAST. BATH204 W/C MAST. BEDROOM204 BEDROOM 4207 BATHROOM 4208 OFFICE - GLASS SLIDE209 BATHROOM 5212 BEDROOM 5213 CLOSET214
T
TEMPERED
WINDOW/DOOR
TYPES
NTS
15043.00
A-602
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
INTERIOR DOOR TYPES
ALL INTERIOR DOORS - SOLID WOOD CORE / GLASS TEMPERED if glass is included
1
A-602
04/23/2018
SEE NOTES #1 PLANS
06/19/2018
justinh
INSULATION AND WINDOW AND DOOR U VALUE SCHEDULE
LOCATION/
APPLICATION
ASTM
SPEC
ASTM
TYPE
ASTM
TEST
PRODUCT MANUFACTURER
(OR APPROVED
EQUIVALENT)
R-VALUE
(THICKNESS)
FACING DENSITY NOTES
INTERIOR WALL
ACOUSTICAL
INSULATION
"EASY FIT"
THERMAL/
ACOUSTICAL
INSULATION
JOHNS
MANVILLE
OR
EQUIVALENT
C 665 I E 136
PASSED
(5-1/2"
OR 3-1/2"
IF LIMITED
BY DEPTH)
UNFACED 5
INTERIOR FLOOR
ACOUSTICAL
INSULATION
"EASY FIT"
THERMAL/
ACOUSTICAL
INSULATION
JOHNS
MANVILLE
OR
EQUIVALENT
C 665 I E 136
PASSED
(5-1/2")UNFACED 5, 7
EXTERIOR
ABOVE-GRADE
WALL INSULATION
(INSIDE OF
SHEATHING)
"INSULSTAR"
(11-001 HA)
SPRAY
POLYURETHANE
INSULATION
NCFI
(NORTH CAROLINA
FOAM INDUSTRIES)
R = 21
(3.5" +/-)
E 84
PASSED
2.0 PCF
EXTERIOR
FOUNDATION
WALL - INSIDE
FURRED
WALL
R = 15.2
(2 3/8")
"INSULSTAR"
(11-001 HA)
SPRAY
POLYURETHANE
INSULATION
NCFI
(NORTH CAROLINA
FOAM INDUSTRIES)
2.0 PCF
EXTERIOR
BELOW-GRADE
FOUNDATION
WALL AT
LOWER LEVEL
THERMADRY
TYPE 750
T-CLEAR CORP.C 578 VI 6.9
(1-1/2")
FILTER
FABRIC
40 PSI
FLOOR INSULATION
UNDER SLAB ON
GRADE AND AT
R = 10
(2")
DOW CHEMICAL
COMPANY
C 578 IV UNFACED 25 PSI
(COMP.
STRENGTH)
FLOOR INSULATION
(BETWEEN
FLOORS)
FLAT ROOF
INSULATION
(BTWN FRAMING)
R = 25.1
(4")
GENERAL NOTES:
2. BRING ANY AMBIGUITIES OR UNUSUAL FIELD CONDITIONS TO THE ATTENTION OF THE ARCHITECT FOR
CLARIFICATION.
KEYNOTES:
1. - 4. [NOT USED]
5. PROVIDE INSULATION WITH ZERO FORMALDEHYDE CONTENT.
7. USE IMPALING PINS AND WASHERS EVERY 2'-0" O.C. TO PREVENT SAGGING.
8. HCFC-FREE BLOWING AGENT.
9. INSTALL FULL-HEIGHT OF FOUNDATION WALL.
10. "HA" SUFFIX INDICATES HIGH ALTITUDE FORMULATIONS SUITABLE FOR 7900' ELEVATION. GENERAL CONTRACTOR
MUST CONFIRM PROPER FORMULATIONS (TESTED PERFORMANCE) WITH APPLICATOR PRIOR TO APPLICATION.
11. MINIMUM TAPER OF 1/4" PER FT.
12. PROVIDE ALDO-COAT IGNITION BARRIER.
13. MIN 2 -1/2" INSULATION AT DRAINS 5" MAX AT PERIMETER.
SQUARE EDGE
OR
SCOEBOARD
"EASY FIT"
THERMAL/
ACOUSTICAL
INSULATION
JOHNS
MANVILLE
OR
EQUIVALENT
C 665 I E 136
PASSED
(5-1/2")UNFACED 5, 7
FLAT ROOF
RIGID
INSULATION
(ABOVE
FRAMING)
R = 24.2
(AVG.)
(4" THICK
AVG.)
TAPERED
"ACFOAM"
POLYISO-
CYANURATE
ROOF
INSULATION
ATLAS
ROOFING
CORP. -
TAPERED
SYSTEMS
GROUP
2.0 PCF
GARAGE AND
ENTRY DOORS
U LESS OR
EQUAL TO .35
DESIGNER DOORSCUSTOM
GLAZED WINDOWS
AND DOORS
U=0.35 MAX.JELD WEN
WOOD CLAD
"INSULSTAR"
(11-001)
NCFI
(NORTH CAROLINA
FOAM INDUSTRIES)
E 84
PASSED
2.0 PCFUNFACED
SNOWMELT
(OR APPR.
EQUIV.)
CLIMATE
ZONE
FENESTRATION
U-FACTOR
SKYLIGHT
U-FACTOR
CEILING
R-FACTOR
WOOD FRAME
WALL R-VALUE
MASS WALL
R-VALUE
FLOOR
R-VALUE
BASEMENT
WALL R-VALUE
SLAB
R-VALUE/DEPTH
CRAWL SPACE
WALL R-VALUE
7 0.35 0.60 49 21 19/21 i 38 g 15/19 c 10, 4 FT d 10/13 c
c. "15/19" means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19" shall
be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulated sheathing on the interior or exterior of the home.
"10/13" means R-10 continuous insulated sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall.
d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet, whichever is less in Zones 1
through 3 for heated slabs.
g. Or insulation sufficient to fill the framing cavity, R-19 minimum.
i. The second R-value applies when more than half the insulation is on the interior of the mass wall.
INSULATION
SCHEDULE
AS NOTED
15043.00
A-603
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
INSULATION SCHEDULE
3/16" = 1'-0"
2
A-603
2009 IECC TABLE 402.1.1
NO SCALE
1
A-603
DYNAMIC WINDOW U-VALUES
NO SCALE
3
A-603
04/23/2018
06/19/2018
justinh
SEE NOTES #1 PLANS
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
F
F
F
8'-9"8'-6"
8'-7"
8'-4.25"
8'-2"
8'-9.5"
7'-2"
7-9"
FLEX ROOM
008
BEDROOM 1
007
BATHROOM
006
MEDIA
ROOM
005
MECHANICAL
ROOM
004
A/V
ROOM
002
STORAGE
003
LAUNDRY
ROOM
001
GAME ROOM
016
BATHROOM 3
015
CLOSET
014
STAIR
013
STORAGE
012
BATHROOM 2
011
CLOSET
010
BEDROOM 2
009
UP
DN
DN
DN
PATIO
7'-4"
varies
varies
F
F
F
SD/CO
7'-4"
7'-4"
8'-9.5"
8'-9"
8'-9"
8'-7"
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
PROPOSED
LOWER LEVEL
RCP
3/16" = 1'-0"
16019.00
A-701PROPOSED
LOWER LEVEL RCP
3/16" = 1'-0"
1
A-701 0 2 4 8
Scale: 3/16"=1'-0"
LEGEND SEE COVER SHEET FOR
SYMBOLS NOT SHOWN HERE.
REFLECTED CEILING PLAN
GENERAL NOTES
SP
ALL DIMENSIONS ARE TO FACE OF FIN., CENTER OF FIXTURE/REGISTER UNLESS NOTED
OTHERWISE.
VERIFY IN FIELD ALL EXISTING DIMENSIONS.
LIGHT FIXTURES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY.
PAINT ALL RECESSED CAN TRIMS/MECHANICAL GRILLES THE COLOR OF THE CEILING IN
WHICH THEY APPEAR.
COORDINATE FIXTURE LAYOUT WITH ALL EXISTING AND PROPOSED STRUCTURE.
ALL INSTALLED FIXTURES - AT LEAST 50% WILL BE HIGH EFFICACY
1.
2.
3.
4.
5.
6.
+8'-0"
SEE LIGHTING DRAWINGS FOR ALL LIGHT
SYMBOLS
SD
AIR OUTLET, VERIFY WITH MECH. SUB.
AIR INTAKE, VERIFY WITH MECH. SUB.
CEILING MOUNTED SMOKE DETECTOR
SPEAKER, VERIFY AV REQUIREMENTS
WITH OWNER
CEILING/SOFFIT HEIGHT SYMBOL
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
NOTE:
*ALL LIGHTING TO BE 50% HIGH EFFICACY
EACH LAMP TYPE TO BE CONFIRMED
N
04/23/2018
06/19/2018
justinh
SEE NOTES #1 PLANS
1
BUFFETDW
DW
REF.
FRZ.
OPEN TO BELOW
DW
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--
F
OPEN TO ABOVE
GARAGE
112
CLOSET
111
DIESEL'S ROOM
113
ENTRY
101
POWDER
102
W/C
103
LIVING ROOM
104
DINING ROOM
105
KITCHEN
108
FAMILY ROOM
107
MUD ROOM
110
COVERED PATIO
114
DECK
106
STAIR
109
PATIO
7'-10.5"
7'-1.5"
11'-8"
10'-2"
10'-2"
10'-2.5"
7'-4"
7'-4"
SD/CO
F
SD/CO
7'-4"
10'-2"
10'-2"
10'-2"
10'-2"
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
PROPOSED
MAIN LEVEL
RCP
3/16" = 1'-0"
16019.00
A-702PROPOSED
MAIN LEVEL RCP
3/16" = 1'-0"
1
A-702 0 2 4 8
Scale: 3/16"=1'-0"
LEGEND SEE COVER SHEET FOR
SYMBOLS NOT SHOWN HERE.
REFLECTED CEILING PLAN
GENERAL NOTES
SP
ALL DIMENSIONS ARE TO FACE OF FIN., CENTER OF FIXTURE/REGISTER UNLESS NOTED
OTHERWISE.
VERIFY IN FIELD ALL EXISTING DIMENSIONS.
LIGHT FIXTURES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY.
PAINT ALL RECESSED CAN TRIMS/MECHANICAL GRILLES THE COLOR OF THE CEILING IN
WHICH THEY APPEAR.
COORDINATE FIXTURE LAYOUT WITH ALL EXISTING AND PROPOSED STRUCTURE
ALL INSTALLED FIXTURES - AT LEAST 50% WILL BE HIGH EFFICACY
1.
2.
3.
4.
5.
6.
+8'-0"
SEE LIGHTING DRAWINGS FOR ALL LIGHT
SYMBOLS
SD
AIR OUTLET, VERIFY WITH MECH. SUB.
AIR INTAKE, VERIFY WITH MECH. SUB.
CEILING MOUNTED SMOKE DETECTOR
SPEAKER, VERIFY AV REQUIREMENTS
WITH OWNER
CEILING/SOFFIT HEIGHT SYMBOL
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
N
NOTE:
*ALL LIGHTING TO BE 50% HIGH EFFICACY
EACH LAMP TYPE TO BE CONFIRMED
04/23/2018
06/19/2018
justinh
SEE NOTES #1 PLANS
1
1
A C HBDEFG
A C HBDEFG
2
3
4
5
3
3.5
5
1
2
6 6
4.5 4.5
3.5
4
E.5
E.5
1.5 1.5
A.5
A.5
A.75
A.75
1
A-303
--
2
A-301
--
2
A-302
--
1
A-302
--
1
A-301
--W/DF
F
F
8'-0.5"
10'-2"
8'-0"
8'-0.5"
8'-0.5"
OPEN TO BELOW MASTER
BEDROOM
206
HER
CLOSET
201
HIS
CLOSET
202
MASTER
BATHROOM
204
LAUNDRY ROOM
203
DECK
205
BEDROOM 3
207
BATHROOM 3
208
OFFICE
209 HALLWAY
210
STAIRS
211
BATHROOM 4
212
BEDROOM 4
213
CLOSET
214
SD/CO
SD/CO
8'-0.5"
8'-0.5"
8'-0"
8'-0"
10'-2"
8'-0.5"
8'-0.5"
DATE
05.26.2017 PERMIT
04.18.2018 CHANGE ORDER #1
COPYRIGHT 2017 THUNDERBOWL ARCHITECTS ASPEN, COLORADOPARCEL ID # 2737181320171419 CRYSTAL LAKE RDC THUNDERBOWLARCHITECTSTHUNDERBOWL ARCHITECTS
300 S. SPRING ST. SUITE 201
ASPEN, CO 81611
(970) 710-2938
PROJECT
SCALE
PROPOSED
UPPER LEVEL
RCP
3/16" = 1'-0"
16019.00
A-703PROPOSED
UPPER LEVEL RCP
3/16" = 1'-0"
1
A-703 0 2 4 8
Scale: 3/16"=1'-0"
LEGEND SEE COVER SHEET FOR
SYMBOLS NOT SHOWN HERE.
REFLECTED CEILING PLAN
GENERAL NOTES
SP
ALL DIMENSIONS ARE TO FACE OF FIN., CENTER OF FIXTURE/REGISTER UNLESS NOTED
OTHERWISE.
VERIFY IN FIELD ALL EXISTING DIMENSIONS.
LIGHT FIXTURES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY.
PAINT ALL RECESSED CAN TRIMS/MECHANICAL GRILLES THE COLOR OF THE CEILING IN
WHICH THEY APPEAR.
COORDINATE FIXTURE LAYOUT WITH ALL EXISTING AND PROPOSED STRUCTURE.
ALL INSTALLED FIXTURES - AT LEAST 50% WILL BE HIGH EFFICACY
1.
2.
3.
4.
5.
6.
+8'-0"
SEE LIGHTING DRAWINGS FOR ALL LIGHT
SYMBOLS
SD
AIR OUTLET, VERIFY WITH MECH. SUB.
AIR INTAKE, VERIFY WITH MECH. SUB.
CEILING MOUNTED SMOKE DETECTOR
SPEAKER, VERIFY AV REQUIREMENTS
WITH OWNER
CEILING/SOFFIT HEIGHT SYMBOL
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
NOTE:
*ALL LIGHTING TO BE 50% HIGH EFFICACY
EACH LAMP TYPE TO BE CONFIRMED
N
04/23/2018
SEE NOTES #1 PLANS
Recessed luminaires installed
in building thermal envelope
shall be sealed and IC-rated
– IECC sec R402.4.5
06/19/2018
justinh
1