MT. MEZ - Aldasoro Ranchaldasororanch.net/wp-content/uploads/2016/12/lot-63-DRB...DRB sketch submittal 02/07/2017 issuances: revisions: MT. MEZ lot 63, aldasoro ranches SHARI + TODD

A1.1

copyright 2016 - printed 1/25/17/Vol

umes

/pre

sent

/Mez

rah/

Dra

win

gs +

Con

sultan

ts/A

rchi

tect

ural

/MtM

ez D

RB s

ketc

h 20

17.0

1.17

.pln

one architects inc

www.onear chitects.com

p:970.728.8877 f:970.728.8848

220 e. colorado ave. suite 220

post of f ice box 3442

title sheet

contact:bruce/jodie/bronwen/josh/elitza

DRB sketch submittal 02/07/2017

issuances:

revisions:

MT

. M

EZ

lot 63, aldasoro ranches

SHARI + TODD MEZRAH

san miguel county, colorado

main level

living 3,680 sf

garage 886 sf total 3,680 sf upper level

living 624 sf

total 624 sf totals

living 4,304 sf

garage 886 sf

gross 5,190 sf

decks + terraces 2,350 sf

square footage summary

A11.1

1

4

3

2

1

proposed building site

society turn

to telluride

to m

ntn

villa

ge

future house location

project informationproject description:

1 level

3 bedrooms

detached, on-grade garage w/ living space above,

crawl space below main house

vicinity map

general notes

square footage summary:

project team

1. the contract documents include the contractual agreement, the drawings, and the project binder (specifications, supplemental drawings, addenda and product cut sheets).

2. all required work shall be performed by the general contractor, unless otherwise noted. all references to the "contractor" include the general contractor and his subcontractors: they shall be one and the same.

3. the contractor shall obtain all applicable building permits, all necessary inspections, and the certificate of occupancy.

4. the contractor is responsible for the conformance of all work to any and all applicable building codes (including plumbing, electrical and fire). any discrepancies or nonconforming items found in the drawings must be immediately brought to the attention of the architect.

5. immediately following the awarding of the contract, the contractor shall submit a construction schedule. any and all changes or submittals affecting construction cost or schedule shall be submitted to the architect for approval. any discrepancies or nonconforming items found in the drawings must be immediately brought to the attention of the architect.

6. at the time of bid submittal, the contractor shall advise the architect (in writing) of any specified materials or equipment which are either unavailable, out of the budget or will cause a delay in the construction completion schedule.

7. the contractor is responsible for submitting to the architect all shop drawings and finish material samples, allowing adequate time for review, approval or corrections so as not to adversely affect the construction schedule.

8. no substitutions of specified materials shall be permitted without first submitting specifications, samples and cost impact for the architect's approval.

9. the contractor shall coordinate all work performed by the various sub-contractors, and shall verify and coordinate all openings through floors, walls and ceilings with architectural, structural, mechanical and electrical drawings.

10. the contractor shall coordinate his work with all other trades on the project. any changes or delays arising from conflicts between trades shall be the responsibility of the contractor at no additional cost to the owner.

11. the contractor is responsible for the protection of all materials being delivered to the project, the protection of neighboring properties, and the compliance to all o.s.h.a. requirements.

12. the job site shall be maintained in a clean, orderly manner, free of trash and construction debris. the contractor shall provide for recycling at the job site.

13. the architect is delighted to be working with the contractor, and will provide him with either beer or doughnuts if he sees this note and immediately brings it to the attention of the architect

14. the drawings should not be scaled. if a dimension can't be determined, the contractor shall promptly contact the architect for verification. when drawings have been revised, noted dimensions shall take precedence.

15. the drawings and specifications are complimentary: what is required by one shall be as binding as if required by all. when a conflict occurs, the specifications shall have precedence.

16. the contractor shall provide and install rough plumbing and final hook-up for all specified fixtures and appliances, and shall supply all such fixtures and appliances unless otherwise noted.

17. the contractor shall coordinate with all equipment manufacturers for equipment rough-in requirements.

18. the contractor shall supply and install blocking and supports in partitions and ceilings as required for installation of specified equipment, accessories, cabinetry, finish materials and fire blocking (see below)

19. the contractor shall verify required locations and dimensions of all necessary access panels (in partitions, floors, or ceilings), and coordinate exact locations and panel details with the architect prior to installation.

20. the contractor shall provide a floor drain in a utility area for drainage of condensate and/or overflow from all mechanical equipment including the hot water heater.

21. the contractor shall be responsible for supplying temporary utilities (power, lighting, water) to the job site for use by all construction trades, including those not a subcontractor to the general contractor.

22. the contractor is responsible for verification of all stone take-offs done by the stone mason.

23. fire separation: a. for walls separating garage and living space, provide (1) layer of 5/8" type "X" g.w.b. on each side of studs. b. for ceiling/floors separating garage and living space, provide (2) layers of 5/8" type "x" g.w.b. at ceiling.

24. fire blocks shall be provided in the following locations: a. in concealed spaces of stud walls and partitions, including furred spaces, at ceiling and floor elevations b. in concealed spaces of stud walls and partitions, including furred spaces, at 10-foot intervals along the length of the wall. c. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceiling and cove ceilings. d. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of the stairs if the walls under the stairs are unfinished. e. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceiling and floor levels, with non-combustible materials. f. at openings between attic spaces and chimney chases for factory-built chimneys.

project site view

drawing #

sheet #

graphic symbols legend

revisionnumber

interiorelevationtag

roomnumber

XXX

detailreference

detail tag

buildingsection /elevationtag

windowtag

doortag

112

K

9030'-0"T.O. FINISH

datumelevation

designintent tag

josefa

basq

ue

last dollar rd.

145

landscapearchitect

caribou design associatesbeth bailispo box 3855telluride, co 81435

(970) 708-1232

h.e.r.s. rater

anadel building solutions llcmike frisonipo box 741mancos, co 81328

(970) 533-1548

surveyor

san juan surveying102 society drivetelluride, co 81435

(970) 728-1128(970) 728-9201 (fax)

soils + septicengineer

trautner geotechnical llc649 tech center dr suite adurango, co 81301

(970) 259-5095(970) 382-02515 (fax)

structuralengineer

mike thele , p.e.0296 seven oaks roadcarbondale, co 81435

(970) 963-3181(970) 963-3182 (fax)

lighting designer

luminositydru wallonpo box 3220telluride, co 81435

(970) 728-5011

zone district / zoning designation:

san miguel county open space zoning

2009 irc - occupancy classification r-3

legal description:

lot 63 aldasoro ranch filing 2 according to the platrecorded 01/29/1993 in plat book 1 page 1406san miguel county, CO 81435

land use code standards

35 acres min. lot area required, or approval

1 single-family dwelling unit allowed, no accessory structures

75'-0" building radius

25'-0" max. building height (measured parallel to existing grade)

2 covered parking spaces required per dwelling unit with 2

bedrooms + 1 space per each additional bedroom

mechanicalengineer

burggraaf associates inc.mark burggraaf236 s. third street, #265montorose, co 81401

(970) 946-3103

generalcontractor

deluca constructionpete delucapost office box 3801telluride, CO 81435

(970) 729-0251

A1.1 title sheet

A2.0 site survey

A2.1 overall site + utilities plan

A2.2 site + utilities plan

A2.3 construction staging plan

A2.3 landscape plan

A2.4 irrigation plan

A3.1 floor plans

A3.2 roof plan

A4.1 elevations

A4.2 elevations

A4.3 material calculations

A4.4 material calculations

A9.1 window details

sheet index

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A2.1


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Dra

win

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Con

sultan

ts/A

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tect

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/MtM

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RB s

ketc

h 20

17.0

1.17

.pln

one architects inc


p:970.728.8877 f:970.728.8848



overall site +utilities plan



issuances:

revisions:

MT

. M

EZ


SHARI + TODD MEZRAH


16'-0"

16'-0"

R 32'-0"

PRUD

ENCI

O L

ANE

ACCE

SS T

RACT

A-5

(30'

ROW

)

LOT 605.97 AC.

OS-1148.48 AC.

LOT 642.39 AC.

JOSEFA LANE

(60' ROW)

16' G

ENER

AL EASEM

ENT

(PB 1

PG 14

06)

FOUND BENT #5 REBAR

STREET SIGN

SEE VIEW ANGLES

ELK WATERINGHOLE

S7°36'44"E 133.71'

WV

H

Y D

WS

WV

WVWV

S

(S8°15'41"E 143.43')

(S23°39'24"E 246.72')

(S27

°32'2

8"W

231.2

5')

(S13

°54'17

"W

303

.82')

(N24

°00'5

8"E

11

3.85')

(N0°

42'3

5"E

2

87.7

9')

( R=

485

.00

'L=

39.15

')

(N5°

20'0

0"E

2

79.8

6')

(S84°40'05"E 101.95')

N5°2

5'17

"E

279

.75'

(BAS

IS O

F BE

ARIN

GS)

9300

9310

9280

9290

9270

9260

9320

LOT 64building site

9280

9300

9290

9310

elec

tric

water

phon

e &

cable

9278

9282

9284

9286

9288

9292

9294

9296

9298

9302

9304

9306

9308

9312

9310

9312

9314

9316

9318

14

0.5

02

04

08

12

16

02

04

0608

10

08

06

04

02

00

98

9800

10

96

96

96

98

9298

9296

9294

9292

98

10

10 08

0806

06

02

04

00

04

00

02

12

12

12

14

14

12

96

94

94

92

92

90

90

88

88

86

86

84

84

82

80

80

82

94

94

78

78

00

drainage

drainage

drai

nage

drainage

drainage

drainage

drainage

drainage

drai

nage

drainage

drainage

drai

nage

drainage

drai

nage

drainage10

06

LOT 63

scale:1" = 30'1 overall site & utilities plan

edge of pavement

50' wide subsurface utility easement (plat book 1 page 1406)

16' general easement (per book 1 page 1406)

existing 75' radius site boundary(per book 591 at page 961)

60' ROW

water valve

edge of pavement

sewer manhole

water valve

16' general easement (perbook 1 page 1406)

fire hydrant

telephone pedestal

electric vault

cable pedestal

water stop

30' ROW

16' general easement (per book 1 page 1406)

property line

waste service easement area (plat book 1 page 1406)

centerline point of proposed driveway

proposed building circle

existing topo line shown dashed

proposed topo line shown solid

n

note:all vegetation shown are proposed new trees and shrubs(ref. landscape plan, sheet. A2.3).

see A4.1 for eave heights.

see A3 series for finish floor elevations.

water connections will require inspection performed andreported by an authorized agency and inspection fee will becharged to the homeowner if applicable.

water & sewage connections require a minimum of 24 hoursnotice to the homeowners company with requiredcompleted tap application.

A2.2


umes

/pre

sent

/Mez

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Dra

win

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Con

sultan

ts/A

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ural

/MtM

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RB s

ketc

h 20

17.0

1.17

.pln

one architects inc


p:970.728.8877 f:970.728.8848



site & utilitiesplan



issuances:

revisions:

MT

. M

EZ


SHARI + TODD MEZRAH


9300'-0"

9300'-0"

96'-6"

97'-8"

96'-6"

99'-5"

97'-8"

16'-0"

R 32'-0"

PRUD

ENCI

O L

ANE

ACCE

SS T

RACT

A-5

(30'

ROW

)

LOT 605.97 AC.

OS-1148.48 AC.

JOSEFA LANE

(60' ROW)

WS

WV

S

(S8°15'41"E 143.43')

(S23°39'24"E 246.72')

(S27

°32'2

8"W

231.2

5')

(N0°

42'3

5"E

2

87.7

9')

( R=

48

5.0

0'

L=

39

. 15

')

(N5°

20'0

0"E

2

79.8

6')

(S84°40'05"E 101.95')

N5°2

5'17

"E

279

.75'

(BAS

IS O

F BE

ARIN

GS)

9300

9310

9280

9290

9300

9310

elec

tric

water

phon

e &

cable

AUTO-COURT(CONCRETE)

9278

9282

9284

9286

9288

9292

9294

9296

9298

9302

9304

9306

9308

9312

9310

9312

9314

9316

4% slope

7.6% slope

7.7% slope

7.7% slope

5% slope

14

0.5

02

04

08

12

16

10% slope

5% slope

02

04

0608

10

08

06

04

02

00

98

9800

10

96

96

96

98

9298

98

10

10 08

08

06

06

02

04

00

04

00

02

12

12

12

14

14

12

96

94

94

92

92

90

90

88

88

86

86

84

84

82

80

80

82

94

94

78

78

00

drainage

drainage

drai

nage

drainage

drainage

drainage

drainage

drainage

drai

nage

drainage

drainage

drai

nage

drainage

drai

nage

drai

nage

drainage

10

10% slope

06

10% slope

10% slope

LOT 63

scale:1/16" = 1'-0"1 site & utilities plan

82'-2" long driveway @ centerline fromfiretruck turn-around to prudencio ln

224' long driveway @ centerline fromprudencio ln to auto-court

(3) additional parking spaces

emergency truck turn-around

tree to be removed

existing tree to remain

existing grade

new grade

proposed building site boundary

edge of pavement

16' general easement (perbook 1 page 1406)

existing telephone pedestal

existing electric vault

existing cable pedestal

existing water stop

property line

note - all utility trenches to maintainseparation & depth requirements as

governed by local codes. trenchrouting to minimize damage to

existing trees.

trash inside garage

18" dia. culvert

electric panel & gas meter incustom enclosure, see elevations

all utility connections to be installed& inspected per local codes

200 psi main rated system req. -water conserving faucets & fixtures

required

excess flow check valve to beinstalled per code

3' wide pavers for meter access

(2) enclosed parking spaces

line of roof above

n

note:all vegetation shown are proposed new trees and shrubs(ref. landscape plan, sheet. A2.3).

see A4.1 for eave heights.

see A3 series for finish floor elevations.

water connections will require inspection performed andreported by an authorized agency and inspection fee will becharged to the homeowner if applicable.

water & sewage connections require a minimum of 24 hoursnotice to the homeowners company with requiredcompleted tap application.

A2.3


umes

/pre

sent

/Mez

rah/

Dra

win

gs +

Con

sultan

ts/A

rchi

tect

ural

/MtM

ez D

RB s

ketc

h 20

17.0

1.17

.pln

one architects inc


p:970.728.8877 f:970.728.8848



constructionstaging plan



issuances:

revisions:

MT

. M

EZ


SHARI + TODD MEZRAH


16'-0"

silt fence / erosion control

limit of construction disturbance

protect and insure a minimum impact on existing trees

(3) trees to be removed..

PRUD

ENCI

O L

ANE

ACCE

SS T

RACT

A-5

(30'

ROW

)

LOT 605.97 AC.

OS-1148.48 AC.

JOSEFA LANE

(60' ROW)

ELK WATERINGHOLE

WS

S

(S8°15'41"E 143.43')

(S23°39'24"E 246.72')

(S27

°32'2

8"W

231.2

5')

(N0°

42'3

5"E

2

87.7

9')

( R=

48

5.0

0'

L=

39

. 15

')

(N5°

20'0

0"E

2

79.8

6')

(S84°40'05"E 101.95')

N5°2

5'17

"E

279

.75'

(BAS

IS O

F BE

ARIN

GS)

9300

9310

9280

9290

9300

9310

AUTO-COURT(CONCRETE)

4

job sitetoilet 8'x18'

dumpster

NOTE:ALL HAZARDOUS MATERIALS TOBE REMOVED, WILL BEDISPOSED OF PROPERLY,ACCORDING TO LOCAL AND ALLAPPLICABLE CODES.

9278

9282

9284

9286

9288

9292

9294

9296

9298

9302

9304

9306

9308

9312

9310

9312

9314

9316

4% slope

7.6% slope

7.7% slope

7.7% slope

5% slope

14

0.5

02

04

08

12

16

10% slope

5% slope

02

04

0608

10

08

06

04

02

00

98

9800

10

96

96

96

98

9298

98

10

10 08

08

06

06

02

04

00

04

00

02

12

12

12

14

96

94

94

92

92

90

90

88

88

86

86

84

84

82

80

80

82

94

94

78

78

00

8'x24

'

job offic

e

drai

nage

top soil/backfillstorage

top soil/backfillstorage

1

2

5

6

7

8

10

3

9

11

12

13

14

10

10% slope

06

10% slope

10% slope

12

12

LOT 63

building materialsstorage

main level

living 3,680 sf


living 624 sf

total 624 sf totals

living 4,304 sf

garage 886 sf

gross 5,190 sf



scale:1/16" = 1'-0"1 construction staging plann

A3.1


umes

/pre

sent

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floor plan



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main level

living 3,680 sf


living 624 sf

total 624 sf totals

living 4,304 sf

garage 886 sf

gross 5,190 sf



scale:1/8" = 1'-0"1 main level floor plan

scale:1/8" = 1'-0"2 upper level floor plan

n

n

finish floor system to be 3/4" finish on 1 1/2" gyp-crete,total build up = 2 1/2" above sub-flooring.

see hardscape plan for all patio dimensions.

all fireplaces to be gas fueled.

water system to be 200 psi rated, with water savingfaucets & fixtures req.

all concrete wall furring shown at 4" unless notedotherwise.

all doors not dimensioned, are to be framed with 6" ,in.framing @ hinged side of door jamb, typ., u.n.o.

A3.2


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roof plan



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@ ridge9318.8'

@ exist. grade9293.8'

@ eave9317.0'


@ eave9312.0'


@ eave9325.5'


@ eave9325.5'


@ ridge9318.8'


chimney

cricket as required

line of wall below

standing seam metal roofing, typ.

existing grade

metal flashing, typ.

10 : 12 6 : 12

10 : 12 6 : 12

1.5 : 12

1.5 : 12

2.5 : 12

1.5 : 12

1.5 : 12

1.5 : 121.5 : 12

9300

9310

9280

9290

9282

9284

9286

9288

9292

9294

9296

9302

9304

9306

9308

9312

9298

9290

9296

9294

9292

scale:1/8" = 1'-0"1 roof plann

A4.1


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elevations



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vertical wood siding

stone veneer

aluminum clad doors & windows

standing seam metal roof

metal chimney cap, see detail

existing grade

25' height limit

9300' 0"@ entry

9297' 1"@ master

9300' 0"@ entry

9300' 0"@ garage

9312' 0"@ studio

9297' 1"@ master

9300' 0"@ garage

9312' 0"@ studio

9298' 3"@ living room

9326' 0"@ t.o. chimney

9318' 10"@ roof ridge

scale:1/8" = 1'-0"1 north elevation - main house

scale:1/8" = 1'-0"2 north elevation

scale:1/8" = 1'-0"3 west elevation

A4.2


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elevations



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stone veneer



metal chimney cap, see detail

existing grade

25' height limit

9300' 0"@ entry


9297' 1"@ master

9312' 0"studio



9300' 0"garage

9312' 0"studio

9325' 6"@ roof eave


stone veneer



stone veneeraluminum clad doors & windows


9300' 0"entry

9300' 0"garage

9312' 0"studio


9297' 1"@ master

9325' 6"@ roof eave



scale:1/8" = 1'-0"1 south elevation

scale:1/8" = 1'-0"2 south elevation - garage

scale:1/8" = 1'-0"3 east elevation

A4.3


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materialcalculations



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8 sq ft

18 sq ft 8 sq ft 8 sq ft

84 sq ft

8 sq ft

19 sq ft

4 sq ft 4 sq ft 4 sq ft 4 sq ft 4 sq ft

5 sq ft

5 sq ft

11 sq ft

5 sq ft

5 sq ft

6 sq ft 6 sq ft

80 sq ft

1,358 sq ft

453 sq ft

261 sq ft

26 sq ft

433 sq ft

7 sq ft6 sq ft

152 sq ft

306 sq ft

0 sq ft

152 sq ft

6 sq ft

5 sq ft 5 sq ft

97 sq ft

127 sq ft

118 sq ft

542 sq ft

45 sq ft

35 sq ft

692 sq ft

scale:1/8" = 1'-0"1 norht elevation - main house

scale:1/8" = 1'-0"2 north elevation

scale:1/8" = 1'-0"3 west elevation

A4.4


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materialcalculations



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84 sq ft

16 sq ft

73 sq ft27 sq ft

191 sq ft

16 sq ft

52 sq ft

4 sq ft4 sq ft41 sq ft

308 sq ft

358 sq ft

30 sq ft

163 sq ft

118 sq ft

1,552 sq ft

296 sq ft

99 sq ft

175 sq ft43 sq ft

721 sq ft

70 sq ft

41 sq ft

26 sq ft

119 sq ft

9 sq ft

156 sq ft

174 sq ft

115 sq ft

74 sq ft

13 sq ft153 sq ft

754 sq ft

33 sq ft

359 sq ft

26 sq ft 25 sq ft

26 sq ft26 sq ft

26 sq ft26 sq ft 25 sq ft

scale:1/8" = 1'-0"1 south elevation

scale:1/8" = 1'-0"2 south elevation - garage

scale:1/8" = 1'-0"3 east elevation

A9.1


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door & windowdetails



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EXTERIOR INTERIOR

EXTERIOR INTERIOR

3 1/2"

3 1/2"

EXTERIOR

INTERIOR

EXTERIOR INTERIOR

6"

EXTERIOR INTERIOR

6"

EXTERIOR

INTERIOR

Metro Entry Set - 2 3/4" x 23"METROG238-E256

OPTIONSThis collection was thoughtfully designed to blend clean,simple elongated lines with the warmth of solid bronze.

The entry door hardware as seen above is shown with theG619 10" D Grip and L108 Tube lever in white bronze, darkpatina. The exterior escutcheon is 2 3/4" x 23" and theinterior escutcheon is 2 1/2" x 13." The thumblatch entry setincludes a quality mortise lock. Available in a wide varietyof patina options with your choice of handles. Visitwww.rockymountainhardware.com to view more options.

888.788.2013 www.rockymountainhardware.com [email protected] 206.123.208.101

SCALE: 1 1/2"= 1'-0"5 window header @ wood siding

SCALE: 1 1/2"= 1'-0"3 window sill @ wood siding

SCALE: 1 1/2"= 1'-0"1 window jamb @ wood siding

SCALE: 1 1/2"= 1'-0"6 window header @ stone

SCALE: 1 1/2"= 1'-0"4 window sill @ stone

SCALE: 1 1/2"= 1'-0"2 window jamb @ stone7 exterior door hardware

Documents

MT. MEZ - Aldasoro Ranchaldasororanch.net/wp-content/uploads/2016/12/lot-63-DRB...DRB sketch submittal 02/07/2017 issuances: revisions: MT. MEZ lot 63, aldasoro ranches SHARI + TODD