Kulberg Residence

JULY 25, 2011PRICING SET

KULBERG RESIDENCEBASALT, COLORADO

COVER

CVR

SHEET NO.

COPYRIGHT ADAM CASIASC

ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

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1.ws

STUDIO 1

ARCHITECTURE PLANNING INTERIORS

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07.25.11PRICING SET

ARCHITECTURAL SYMBOLS

SYMBOL LEGEND

98.2

TO. PLYWOOD

3

A9.1

C

A4.1

2

A5.1

3

1

A3.1

2

5

SPOT ELEVATION

NEW CONTOUR

EXISTING CONTOUR

CENTER LINE

HIDDEN LINE

SETBACK LINE

BREAK LINE

PROPERTY LINE

DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

BUILDING SECTION

WALL SECTION

ROOM NAME

ROOM NUMBER

REVISIONS

KEYNOTE

EXTERIOR ELEVATION

SHEET NUMBER

KITCHEN

107

SHEET NUMBER

CAST

BATTCOMPACTED FILL

POROUS FILL

UNDISTURBED FILL

CONCRETE BLOCK

BRICK

STONE

GLASS BLOCK

STEEL

RIGID

FINISH

ROUGH

BLOCKING

GLU-LAM

PLYWOOD

PLAN & SECTION MATERIAL INDICATIONS

A0.1

VICINITY MAP

GENERAL NOTES

EARTH

ROCK

CONCRETE

MASONRY

METAL

INSULATION

WOOD

MATCH LINE

PROJECT NORTH

TRUE NORTH

GROUT, LIGHTWEIGHT

CONCRETE

ARCHITECTURAL ABBREVIATIONS SHEET INDEX

PROJECT DIRECTORY

ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE

WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS

PERMITTED BY THE OWNER.

SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE

SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE

ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE

METHOD AND/OR MATERIALS.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING

WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE

CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR

INSTRUCTION ON HOW TO PROCEED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW

CONSTRUCTION ON THE SITE.

THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS

AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR

EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF

HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER

OPERATION.

ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED

TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE

CAUSE FOR REJECTION OF WORK.

WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS,

THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL

WIDTH AND LENGTH WHERE THE FURRING OCCURS.

PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED

SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION.

THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY

BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT

ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL

WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS

AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE

MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING

SIMILAR SURFACES.

CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING

FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL

OTHER ITEMS AS REQUIRED.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

AFF

BM

BS

BO

ACCOUS

ADD

ADJ

AGGR

ALT

ALUM

APPD

APPROX

ARCH

ASAP

BBR

BRG

BET

BLK

BSMT

BTU

BLDG

CAB

CLG

CER

CLR

ABOVE FINISHED FLOOR

ADDENDA, ADDENDUM

ADJACENT

AGGREGATE

ALTERNATE

ALUMINUM

APPROXIMATE

APPROVED

BASEBOARD RADIATION

BEAM

BEARING

BETWEEN

BLOCK

BASEMENT

BRITISH THERMAL UNIT(S)

BOARDBD

BOTH SIDES

BOTTOM OF

BUILDING

CABINET

CENTER LINE

CEILING

CERAMIC

CLEAR

CJ

CF

DP

DW

DN

DR

EA

EW

CLO CLOSET

CLD

CLW

COL

CONC

CONT

COORD

CTR

C/S

DEPT

DTL

DIA,

DIM

DWG

ELECT

CLOTHES DRYER

CLOTHES WASHER

COLUMN

CONCRETE

CONSTRUCTION JOINT

CONTINUOUS

COORDINATE

COUNTER

COUNTER SINK

CUBIC FEET

DAMPROOFING

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DOWN

DRAIN

DRAWING

EACH

EACH WAY

ELECTRICAL

EC

EL

EQ

EJ

FO

FP

FD

FT

GA

GC

GL

GR

HD

HP

HT

ID

JT

ENGR

EXG

EXP

EXT

FIN

FIXT

FTG

FDN

FURN

GAL

GALV

GYP

GWB

HDW

HVAC

HORIZ

HWH

INCL

INFO

INSP

INSUL

ELECTRICAL CONTRACTOR

ELEVATION

ENGINEER

EQUAL

EXISTING

EXPANSION JOINT

EXPOSED

EXTERIOR

FACE OF

FINISH

FIREPROOF

FIREPLACEFPL

FIXTURE

FLOOR

FLOOR DRAIN

FOOT, FEET

FOOTING

FOUNDATION

FURNISH

GALLON

GAUGE

GALVINIZED

GENERAL CONTRACTOR

GLASS, GLAZED

GRADE

GYPSUM

GYPSUM WALLBOARD

HARDWARE

HEAD

HORIZONTAL

HORSE POWER

HOT WATER HEATER

HEIGHT

INCLUDE (D) (ING)

INFORMATION

INSPECTOR, INSPECTION

INSIDE DIAMETER

INSULATION

JOINT

INT INTERIOR

HEATING, VENTING, AND

AIR CONDITIONING

LT

MO

MC

NA

OD

d

QT

R

RD

RM

JCT

KWH

LAB

LAV

MFG

MATL

MTL

MAX

MECH

MED

JUNCTION

KILOWATT HOUR

LABORATORY

LAVATORY

LIGHT

MANUFACTURER

MATERIAL

MASONRY OPENING

METAL

MAXIMUM

MECHANICAL

MECHANICAL CONTRACTOR

MEDIC (INE) (AL)

MIN

MISC

NOM

NIC

NTS

OPG

OC

OPP

ORN

PTN

PERF PERFORATE(D)

PENNY (NAILS, ECT.)

MINIMUM

MISCELLANEOUS

NOMINAL

NOT IN CONTRACT

NOT APPLICABLE

NOT TO SCALE

ON CENTER

OPENING

OPPOSITE

ORNAMENTAL

OUTSIDE DIAMETER

PARTITION

PLAST

PLAS

PLEX

PL

PLMB

PLY

PROJ

PROP

QTY

PLASTER

PLASTIC

PLATE

PLEXIGLASS

PLUMBING

PLYWOOD

PROJECT

PROPERTY

QUARRY TILE

QUANTITY

RADIUS

ROOF DRAIN

ROOM

RS ROUGH SAWN

RW

R

RO

SQ

SS

TV

TO

T

UG

RCB

REF

REFR

REINF

REBAR

RESIL

REQD

SAN

SECT

SEW

SHT

SHLV

SVF

SIM

STC

SPEC

SF

RESILIENT COVE BASE

RETAINING WALL

REFER

REFRIGERATOR

REINFORCE ( D)

REINFORCING BAR (S)

RESILIENT

REQUIRED

RISER

ROUGH OPENING

SANITARY

SECTION

SEWER

SHEET

SHEET VINYL FLOORING

SHELV (ES) (ING)

SIMILAR

SOUND-TRANSMISSION CLASS

SPECIFICATION

SQUARE

SQUARE FEET

STD

STRUCT

SUB

SUPPL

S4S

SUSP

TEL

TEMP

THK

TLT

T&G

T&B

TYP TYPICAL

STANDARD

STRUCTURAL

SUBSTITUTE

SUPPLEMENT

SURFACED FOUR SIDES

SUSPEND(ED)

TELEPHONE

TELEVISION

THICK

TOILET

TOP AND BOTTOM

TONGUE AND GROOVE

TOP OF

TREAD

V

WH

WC

WP

WT

W/

WD

UNGL

UNFIN

U.O.N.

UBC

VIF

VERT

VCT

WWF

WDW

W/O

WKG

UNGLAZED

UNFINISHED

UNLESS OTHERWISE NOTED

UNIFORM BUILDING CODE

VERIFY IN FIELD

VERTICAL

VOLT

WATER HEATER

WATER CLOSET

WATERPROOF

WEIGHT

WELDED WIRE FABRIC

WINDOW

WITH

WITHOUT

WOOD

WORKING

ACOUSTICAL

ARCHITECT (URAL)

BFF BELOW FINISHED FLOOR

CL,CL

DISHWASHER

LAM LAMINATE (D)

OPH OPPOSITE HAND

SLIDINGSL

STL STEEL

TEMPERED

AS SOON AS POSSIBLE

FLR

STAINLESS STEEL

VINYL COMPOSITION TILE

U.N.O. UNLESS NOTED OTHERWISE

UNDERGROUND

COVER SHEET

AO.1

EX2.1

EX3.1

GENERAL INFORMATION

DIMENSIONS:

A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS.

B. ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE U.N.O.

C. ALL EXTERIOR STUDS TO BE 2x6 U.N.O.

ALL INTERIOR STUDS TO BE 2x4 U.N.O.

ALL INTERIOR STUD WALLS & CEILINGS BETWEEN LIVING SPACES SHALL HAVE

3 1/2 " SOUND ATTENUATION BATTS UNLESS THERMAL INSULATION IS CALLED FOR.

(WHEN

APPLICABLE)

INTERIOR ELEVATION

WINDOW NUMBER

DOOR NUMBER

TOP OF FLOOR ELEVATION

TOP OF PLATETO. PLATE

EL = 100’-0"

EL = 110’-0"

B

A

D

C

2

A8.1

1G

PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE BUILDING. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OBTAINING THE PERMITS

FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE

REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES.

NO PORTION OF THE WORK REQUIRING A SHOP DRAWING or SAMPLE SUBMISSION SHALL

COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.

ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP

DRAWINGS AND SAMPLES. SHOP DRAWINGS AND PRODUCT SUBMITTALS ARE REQUIRED FOR

ALL SHOP FABRICATED WORK AS WELL AS SPECIFIED PRODUCTS. THIS WORK INCLUDES,

BUT NOT BE LIMITED TO, STRUCTURAL and DECORATIVE STEEL, WINDOWS and DOORS,

BUILT-IN CABINETRY, HARDWARE, PLUMBING and ELECTRICAL FIXTURES, APPLIANCES AND

EXTERIOR & INTERIOR FINISH MATERIALS.

PROJECT SITE

A2.0

A2.1

A3.1

A4.1

A7.1

A9.1

A10.1

A10.2

ARCHITECTURAL

GEN INFO

ASPEN

EX0.2 EXISTING FAR CALCS.

EX2.0 EXISTING LOWER LEVEL PLAN

EXISTING ENTRY LEVEL PLAN

EXISTING ELEVATIONS

EX3.2 EXISTING ELEVATIONS

A0.2 EXISTING ELEVATIONS

EXISTING ELEVATIONS

A1.2 SITE PLAN

A2.0 LOWER LEVEL PLAN

ENTRY LEVEL PLAN

A2.2 ROOF PLAN

ELEVATIONS

A3.2 ELEVATIONS

BUILDING SECTIONS

A9.2

A9.3

A9.4

STUDIO 1

ADAM CASIAS

PO BOX 10306

ASPEN CO

81612

TELE: 970.948.9836

EMAIL: [email protected]

OWNER

ERIC KULBERG

JOHN OLSON BUILDER INC

200 EAST MAIN STREET

ASPEN, COLORADO 81611

A4.2

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

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RESID

EN

CE

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SD 3

07.25.11PRICING SET

EX0.2

EXISTING FAR

ALLOWABLE FAR

NET LIVABLE

EXISTING FAR CALCULATION

1EXISTING LOWER LEVEL PLAN

2EXISTING ENTRY LEVEL PLAN

1476 SF

1102 SF

562 SF

NAALLOWABLE DECKS (15%)

LOWER LEVEL

1102 SF

NET LIVABLE

ENTRY LEVEL

1476 SF

2578 SF

GARAGE (750 EXEMPTION - 562= -188) 0 SF

TOTAL EXISTING FAR

5750 PLUS RESOLUTION SF

EXISTING CRAWL SPACE

�" = 1’-0" �" = 1’-0"

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

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21

SD 3

07.25.11PRICING SET

EX2.1

EXISTING PLANS

MECHANICAL

001

STAIR

003

LIVING

002

RECREATION

004

GARAGE ABOVE

LW

LW

LW

LW

LW

BEDROOM #1

101BEDROOM #2

102

BEDROOM #4

103

HALL

104

BATH

105

BATH

106

STAIR

107

KITCHEN

109

LIVING

108

SITTING

111LAUNDRY

110

GARAGE

112

UP

CLOSET

CLOSET

DN

DN

DN

DW

REF

COOK

TOP

D

W

CLOSETCLOSET

CLOSET

CLOSET

CLOSET CLOSET

DN

DN

BAR

DN

26’-1 5/8 "

21’-3 1/

2 "

56’-

0 1/

2 "

77’-

4"

35’-

2"

42’-

2"

77’-

4"

26’-1 5/8 "

1) ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.

GENERAL NOTES

2) ENTIRE STRUCTURE ABOVE GRADE

TO BE DEMOLISHED.

LEGEND

CROSSHATCH INDICATES ARES

TO BE REMOVED

0 1 4 8

EXISTING & DEMO ENTRY LEVEL PLAN2

�" = 1’-0"

0 1 4 8

EXISTING & DEMO LOWER LEVEL PLAN1

�" = 1’-0"

CRAWL SPACE

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

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ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

EX3.1

EXISTING ELEVATIONS

0 1 4 8

EXISTING EAST ELEVATION1

�" = 1’-0"

0 1 4 8

EXISTING NORTH ELEVATION2

�" = 1’-0"

13’-

5 1/

4 "

T.O. FIN. @ ENTRY LEVEL

EL.=100’-0" (6607.80)

T.O. SLAB @ GARAGE LEVEL

EL.=99’-0"

EL.=107’-10"

T.O. PLATE


EL.=100’-0" (6607.80)


EL.=99’-0"

EL.=107’-10"

T.O. PLATE


EL.=100’-0" (6607.80)


EL.=99’-0"

EL.=107’-10"

T.O. PLATE


EL.=100’-0" (6607.80)


EL.=99’-0"

EL.=107’-10"

T.O. PLATE

13’-

6 1/

4 "

EL.=91’-9"

T.O. SLAB @ LOWER LEVEL

8’-

3"

EL.=91’-9"


EL.=91’-9"


EL.=91’-9"


8’-

3"

7’-

4 1/

2 " T.O.

EXIS

TIN

G C

ON

C.

WA

LL


GENERAL NOTES


TO BE DEMOLISHED.

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

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ASALT, C

OLO

RA

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816

21

SD 3

07.25.11PRICING SET

EX3.2

EXISTING ELEVATIONS

0 1 4 8

EXISTING WEST ELEVATION3

�" = 1’-0"

0 1 4 8

EXISTING SOUTH ELEVATION4

�" = 1’-0"


EL.=100’-0" (6607.80)


EL.=99’-0"

EL.=107’-10"

T.O. PLATE


EL.=100’-0" (6607.80)


EL.=99’-0"

EL.=107’-10"

T.O. PLATE


EL.=100’-0" (6607.80)


EL.=99’-0"

EL.=107’-10"

T.O. PLATE


EL.=100’-0" (6607.80)


EL.=99’-0"

EL.=107’-10"

T.O. PLATE

EL.=91’-9"


8’-

3"

EL.=91’-9"


EL.=91’-9"


8’-

3"

13’-

6 1/

4 "

13’-

6 1/

4 "

EL.=91’-9"



GENERAL NOTES


TO BE DEMOLISHED.

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

ALLOWABLE FAR

NET LIVABLE

2030 SF

1102 SF

NAALLOWABLE DECKS (15%)

LOWER LEVEL

1102 SF

NET LIVABLE

ENTRY LEVEL

2030 SF

3132 SF

FAR

A0.2

2ENTRY LEVEL PLAN

1LOWER LEVEL PLAN

FAR CALCULATION

5750 PLUS RESOLUTION SF

TOTAL FAR

CRAWL SPACE

�" = 1’-0" �" = 1’-0"

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

NORTH

A1.2

SITE PLAN

SITE PLAN 1" = 30’

O

SW

O

SW

FOUND NO. 5 REBAR

WITH 1" ALUMINUM CAP

ILLEGIBLE ALONG FENCE

0.2’ BELOW GRADE

FOUND NO. 5 REBAR


ILLEGIBLE NEAR GATE

POST 0.2’ BELOW GRADE

SET NO. 5 REBAR AND

YELLOW PLASTIC CAP

MARKED PROP CORNER

HCE LS19598

FLUSH WITH THE GROUND

FOUND NO. 5 REBAR


ILLEGIBLE 0.1’ ABOVE GRADE

ELEVATION:6604.17

FOUND NO. 5 REBAR


ILLEGIBLE ALONG FENCE

0.3’ ABOVE GRADE

FOUND NO. 4 REBAR

& PLASTIC CAP

MARKED ASEI LS35947

0.1’ ABOVE GRADE

R=3498.87’L=349.23’

T=174.76’

CB=S87°52’58"W

C=349.10’

N38°59’10"E 1

90.9

4’

S40°1

5’2

0"E 156.7

3’

YIE

LDIN

G

BE

ARIN

G

S21°4

7’2

0"E 345.2

0’

(N

OR

TH)

N00°0

7’5

0"

W 304.6

3’

LOT 14

LOT 13

LOT 16

HORSE SHOE

DRIVE

CONCRETEHEADWALL

WOODHEADWALL

12"STEELCULVERT

CONCRETEHEADWALL

10"CMP

3’ WIDE DRAINAGEDITCH

SHEDS

10.3’

13.6’

10.0’10.0’

5’ WIDE DRAINAGEDITCH

OVERHEAD

POWER LINE

25’

BUIL

DIN

G S

ET

BA

CK

BK.

216,

PG.

61

25’

SE

TB

AC

K

BUIL

DIN

GB

K.

216,

PG.

61

50’

BUIL

DIN

G

SE

TB

AC

K

LIN

E

100.7’(TIE)

CONCRETEAPRON

(60’

R.O.W.)

18"CMP

SITE BENCH MARK

5’ UTILITY AND

DRAINAGE

EASEMENT

5’ UTILITY AND

DRAINAGE

EASEMENT

5’ UTILITY

AND DRAINAGE

EASEMENT

12"C

MP

1

24

5

6

7

8

9

10

11

12

13

14

15

PUMP STATION

EASEMENT

LOT 15

EDGE OF ASPHALT

PROPERTY ADDRESS

265 HORSE SHOE DRIVE

BASALT, CO 81621

6607

6606

660

5

6600

6605

660

6

6604

GATE

N60°15’5

0"W 208.6

7’

10’ DITCHEASEMENT

10’ DITCHEASEMENT

SET NO. 5 REBAR AND

YELLOW PLASTIC CAP

MARKED PROP CORNER

FLUSH WITH THE GROUND

12"CMP

PLANTER

PLANTER

METALGRATE

EXPOSEDIRRIGATION

LINE

WINDOWWELL(TYPICAL)

WOOD POST

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

0 1 4 8

LOWER LEVEL PLAN1

�" = 1’-0"

LOWER LEVEL PLAN

A2.0

19’-

2 1/

8 "

3"

2’-

6"

2’-

6" 3"

LW

CRAWL SPACE

004

STAIR

003

MECHANICAL

002

UNFINISHED LOWER LEVEL

001

UP

3’-8 1/2 "20’-7"1 1/2 "CRAWL SPACE ACCESS

DOOR PER CURRENT CODE

8"

1 1/

2 "

18’-

6 1/

8 "

8"

5’-

6"

8"

1’-6 1/

4 "

8"

WH

PROJECT

NORTH

N

NEW CMU WALL

FOR NEW FIREPLACE

ABOVE

NEW CONCRETE FOUNDATION WALL

NEW EGRESS WINDOW WELL

PER CURRENT CODE

3’-

0"

11’-

11 1/

2 "

1 1/

2 "

FILL-IN EXISTING WINDOW WELL FILL-IN EXISTING WINDOW WELL FILL-IN EXISTING WINDOW WELL

FILL-IN EXISTING WINDOW WELL FILL-IN EXISTING WINDOW WELL

8"

34’-6"

8"

1 1/2 "

2"

7’-3"

8"

4’-0"

8"

27’-10"1 1/2 "

8"

3’-0"

8"

8"

24’-

9 5/8 "

8"

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

1 1

22

A

ABCD

BCD

1

A4.1

1

A4.1

2

A4.1

1

A4.2

1

A4.2

2

A4.1

2

A4.2

2

A4.2

77’-4"

36’-1 1/2 "19’-10"21’-4 1/2 "

77’-4"

36’-1 1/2 "19’-10"21’-4 1/2 "

26’-

1 5/8 "

26’-

1 5/8 "

A2.1 0 1 4 8

ENTRY LEVEL PLAN2

�" = 1’-0"

ENTRY LEVEL PLAN

PROJECT

NORTH

N

5 1/2 "

2’-0"

3 1/2 "

9’-10 1/2 "

5 1/2 "

4’-10"

3 1/2 "

5’-0"

3 1/2 "

10’-0 1/2 "

3 1/2 "

2’-0"

3 1/2 "

6’-9"

6"8"

4’-0"8"

6"

6’-9"

5 1/2 "

20’-5 1/2 "

5 1/2 "

2’-9"4’-10 1/4 "7’-10 7/8 "

2’-8 3/8 "

2’-6"

2’-9 1/2 "

5’-0 1/4 "7’-7 1/4 "3’-4 1/2 "13’-1"3’-4 1/2 "2’-0 7/8 "19’-3 5/8 "

14’-

0"

5 1/

2 "

13’-

0 1/

8 "

12’-

2 1/

2 "

5 1/

2 "

5’-

9 3/8 "

6’-

9 1/

8 "

6’-

3"

6’-

1 1/

4 "

6’-

1 1/

4 "

5 1/2 "

12’-2"

3 1/2 "

9’-3 1/2 "

3 1/2 "

7’-0 1/2 "

3 1/2 "

6’-0"

3 1/2 "

6’-0"

5 1/2 "

6’-11"

5 1/2 "

6’-0"20’-11"5 1/2 "

6’-1"8’-0 1/4 "7’-11 1/4 "5’-1 3/4 "

2’-2 1/4 "

3’-0"9’-9"3’-5 1/2 "9’-11"

2’-0 7/8 "1’-4 1/8 "8’-9"8’-9"

10’-0 1/4 " 3’-10 1/2 "

5 1/

2 "

13’-

0 1/

8 "

3 1/

2 "

5’-

0"

3 1/

2 "

6’-

7 1/

2 "

5 1/

2 "

1’-6"

7’-

6 5/8 "3 1/

2 "

1’-10

" 2’-

1 1/

2 "

1’-9"

3’-

3"

2’-

9 1/

2 "

4’-

1 1/

2 "

2’-0"

5’-7 1/2 " 6’-5 3/8 " 3’-1 5/8 "

3 1/2 "

3’-5" 3’-8 1/2 " 12’-5" 3’-8 1/2 "

3 1/2 "

2’-0"

3 1/2 "

10’-0 1/2 " 5’-3 1/2 " 5’-1 1/2 "

2"

10’-2"

3 1/2 "

2’-0"

3’-

9 1/

4 "

5’-

1 1/

4 "2"

3 1/

2 "

3’-

8"

3 1/

2 "

3’-

4"

3 1/

2 "

2’-

0"

3’-

6"

3 1/

2 "

2’-

6"

3’-8"

3 1/2 "

3’-0 3/4 "

3’-1 1/4 "

2"

3 1/2 "

1’-9"4’-

6 1/

2 "

1’-7"

3’-4"

9’-

0 5/8 "

4’-

3"

5’-

0"

2’-

9 1/

2 "

4’-

1 1/

2 "

1’-7"

105

PATIO

101

KITCHEN

102

DINING

103

EGRESS LIGHT WELL

PER CURRENT CODE

RANGE

DW

TRASH

REF

PANTRY

STUDY

SITTING

106

1’-8"

1"

4’-

1"

DN

DN

D

DN

DN

DIS

PL

AY

ENTRY

107

LAUNDRY

110

W

WIC

112

MASTER BATH

113

SHOWER

LIN

MASTER BEDROOM

117

BEDROOM #1

116

DESK

POWDER

114

CL

OS

ET

WCSHOWER/TUB

BATH

115

LIN

BEDROOM #2

111

CL

OS

ET

DESK

STAIR

118

STAIR

119

UPHALL

109

2

A3.1

1

A3.1

2

A3.2

1

A3.2

6’-

6"

6’-

9 1/

2 "

2’-

6"

2’-

6"

7’-

4 1/

2 "

COVERED ENTRY

108

GREAT ROOM

104

WALK

WALK

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

1 1

22

A

ABCD

BCD

1

A4.1

1

A4.1

2

A4.1

1

A4.2

1

A4.2

2

A4.1

2

A4.2

2

A4.2

77’-4"

36’-1 1/2 "19’-10"21’-4 1/2 "

77’-4"

36’-1 1/2 "19’-10"21’-4 1/2 "

26’-

1 5/8 "

26’-

1 5/8 "

PROJECT

NORTH

N

5’-

2"

5’-2"

A2.2

ROOF PLAN

0 1 4 8

ROOF PLAN3

�" = 1’-0"

5’-

2"

5’-2"

5’-2"

5’-

2"

SLOPE

1/4":1’-0" TYP

5’-2"

3"

5’-2" 3"

5’-

2"

5’-

0" T

YP

2" T

YP

COORDINATE 1/4" / FT. MINIMUM

DRAINAGE SLOPE W/ ROOF DRAINS

PER ROOFING CONSULTANT

5’-

2"

5’-2"

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

1 1

22

A

ABCD

BCD

1

A4.1

1

A4.1

2

A4.1

1

A4.2

1

A4.2

2

A4.1

2

A4.2

2

A4.2

77’-4"

36’-1 1/2 "19’-10"21’-4 1/2 "

77’-4"

36’-1 1/2 "19’-10"21’-4 1/2 "

26’-

1 5/8 "

26’-

1 5/8 "

A3.1

ELEVATIONS

0 1 4 8

NORTH ELEVATION2

�" = 1’-0"

0 1 4 8

WEST ELEVATION1

�" = 1’-0"

T.O. PLATE @ GREAT ROOM

T.O. PLY @ ENTRY LEVEL

T.O. PLY @ SITTING LEVEL

T.O. PLY @ GREAT ROOM LEVEL

T.O. CONCRETE @ LOWER LEVEL

EL. = 100’-0" (6608.17’)

EL. = 100’-6 3/4"

EL. = 110’-7 1/2"

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"






EL. = 100’-0" (6608.17’)

EL. = 100’-6 3/4"

EL. = 110’-7 1/2"

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"




EL. = 100’-0" (6608.17’)

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"





EL. = 100’-6 3/4"

EL. = 110’-7 1/2"

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"

EL. = 109’-0 3/4"

T.O. PLATE @ BEDROOMS

1

A4.2

2

A4.1

2

A4.2

1

A4.1

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

ELEVATIONS

0 1 4 8

SOUTH ELEVATION4

�" = 1’-0"

0 1 4 8

EAST ELEVATION3

�" = 1’-0" A3.2




EL. = 100’-0" (6608.17’)

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"




EL. = 100’-0" (6608.17’)

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"




EL. = 100’-0" (6608.17’)

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"





EL. = 100’-6 3/4"

EL. = 110’-7 1/2"

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"

EL. = 109’-0 3/4"


1

A4.2

2

A4.1

2

A4.2

1

A4.1

EL. = 109’-0 3/4"


EL. = 109’-0 3/4"



EL. = 110’-7 1/2"


EL. = 110’-7 1/2"

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

OE D

RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

A4.1

BUILDING SECTIONS

MASTER BEDROOM

117

HALL

109

SITTING

106

KITCHEN

102

DINING

103

KITCHEN

102LIVING

104

SITTING

106


001


001






EL. = 100’-0" (6608.17’)

EL. = 100’-6 3/4"

EL. = 110’-7 1/2"

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"






EL. = 100’-0" (6608.17’)

EL. = 100’-6 3/4"

EL. = 110’-7 1/2"

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"

EL. = 109’-0 3/4"


EL. = 109’-0 3/4"


5’-0"

5’-2"

5’-2"




EL. = 100’-0" (6608.17’)

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"




EL. = 110’-7 1/2"

EL. = 95’-9 1/8"

EL. = 91’-5 3/8"

0 1 4 8

BUILDING SECTION 1

�" = 1’-0"

0 1 4 8

BUILDING SECTION2

�" = 1’-0"


EL. = 110’-7 1/2"

T.O. PLY @ GREAT ROOM LEVELEL. = 100’-6 3/4"

T.O. PLY @ GREAT ROOM LEVELEL. = 100’-6 3/4"

COVERED ENTRY

108

T.O. PLATE @ COVERED ENTRY


EL. = 100’-0" (6608.17’)

EL. = 107’-9 1/2"

1’-6"

PATIO

101

PATIO

105

SHEET NO.


ISSUE: DATE:

DRAWING:

JOB NO. 1103

07.21.11

PO

BO

X 10

306 * ASPEN, C

O

816

12 * TELE: +

1.970.9

48.9

836 * FA

X: +

1.970.9

48.9

836

STU

DIO

1w

ww.stu

dio

1.ws

STUDIO 1


KU

LBER

G

RESID

EN

CE

265

HO

RSE SH

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RIV

EB

ASALT, C

OLO

RA

DO

816

21

SD 3

07.25.11PRICING SET

6 3/4 "

8’-

0"

1’-10 1/

8 "

9’-

0"

10’-

0"

EXISTING GRADE

EXISTING GRADE

3’-

0"

1 1/

2 " E

XIS

TIN

G F

OU

ND

ATIO

N H

T.

7’-

4 1/

2 " E

X F

OU

ND

ATIO

N H

T.

6 3/8 "

WIN

TER S

UN

DEC 1 - M

AR 1

SU

MM

ER S

UN

JU

N 1 - S

EP 1

1’-6"

F.F.

4’-

2 7/8 "

4’-

2 7/8 "

6’-

9 1/

8 "

6 3/8 "

WIN

TER S

UN

DEC 1 - M

AR 1

SU

MM

ER S

UN

JU

N 1 - S

EP 1

Kulberg Residence

Documents

Transcript of Kulberg Residence